REPORT OF THE GEOTECHNICAL INVESTIGATION MYRTLE AVENUE UTILITY UPGRADE & PAVEMENT RECONSTRUCTION - DES 014332
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REPORT OF THE
GEOTECHNICAL INVESTIGATION
MYRTLE AVENUE UTILITY UPGRADE
& PAVEMENT RECONSTRUCTION
CLEARWATER, FLORIDA
Driggers Engineering Services Incorporated
HEC'D F t. b U 9 2004
d~Si
SERVICES
INCORPORATED
DRIGGERS ENGINEERING
GEOTECHNICAL ENGINEERING and
CONSTRUCTION MATERIALS TESTING
Camp, Dresser & McKee, Inc.
Westshore Center
1715 North Westshore Blvd., Suite 875
Tampa, Florida 33607
June 26, 2002
Attention:
Mr. Joe Hickle, P.E.
RE: Report of the Geotechnical Investigation
Myrtle Avenue Utility Upgrade &
Pavement Reconstruction
Clearwater, Florida
Our File: DES 014332
Dear Joe:
DRIGGERS ENGINEERING SERVICES, INC. has completed our field and
laboratory investigation of subsurface conditions for the planned Myrtle Avenue improvements.
Presented herein are the results of our studies together with geotechnical recommendations for
your consideration.
DRIGGERS ENGINEERING SERVICES, INC. appreciates this opportunity to serve
you and we trust, if you have any questions concerning our findings or recommendations, you
will not hesitate to give us a call.
Respectfully submitted,
DRIGGERS ENGINEERING SERVICES, INC.
ers, P .E.
dent
Registration No. 16989
FJD/cmc
FJD-REP\O l4332(a)
Copies submitted: (3)
Sarasota
941 /371-3949
Fax:941/371-8962
Claarwater
RD. Box 17839, Clearwater. Florida 33762
12220 49th Street North, Clearwater, Florida 33762
727/571-1313 . Fax: 727/572-4090
e-mail: desiclwtr@aol.com
Tampa
813/948-6027
Fax: B13/948-7645
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TABLE OF CONTENTS
Paee
PROJECT DESCRIPTION .............................................. 1
FIELD INVESTIGATION PROGRAM . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 1
Standard Penetration Test Borings .................................. 1
Classification Borings ............................................. 1
Pavement Thickness Measurements ................................. 2
Bulk Sampling for Limerock Bearing Ratio Testing. . . . . . . . . . . . . . . . . . .. 2
LABORATORY INVESTIGATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2
Classification Tests. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 2
Limerock Bearing Ratio (LBR) Testing .............................. 2
Corrosivity Series . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 3
GENERALIZED SUBSURFACE CONDITIONS . . . . . . . . . . . . . . . . . . . . . . . . . . .. 3
EVALUATION AND GEOTECHNICAL RECOMMENDATIONS. . . . . . . . . . . . . 4
Planned Improvements ............................................ 4
Pavement Sub grade Conditions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4
Utility Subgrade Conditions ..... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5
Control and Management of Groundwater. . . . . . . . . . . . . . . . . . . . . . . . . . . . 6
Excavation Slopes to Build ........................................ 6
Suitability of Excavated Soils for Use As Backfill ...................... 7
Need for Careful GeotechnicalInspection . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7
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PROJECT DESCRIPTION
Major utility upgrades and pavement reconstruction is planned for Myrtle Avenue
beginning at Lakeview Road and extending northward to near Fort Harrison Avenue. Utility
improvements will principally include the addition of storm sewerage ultimately exiting
westward along Jones Street which will also be reconstructed.
In order to investigate subsurface soil and groundwater conditions, a program of
geotechnical investigation was authorized. Subsequent sections of this report will present the
results of our field and laboratory investigation together with geotechnical recommendations.
FIELD INVESTIGATION PROGRAM
A combined program of Standard Penetration Test (SPT) borings and hand auger
classification borings was conducted to investigate subsurface soil conditions. The borings
penetrated existing pavements and th~ thickness of the pavement structure was recorded.
Ultimately, bulk samples of the near-:-surface sub grade soils were secured for laboratory
Limerock Bearing Ratio (LBR) testing.
Standard Penetration Test Borines - A program of Standard Penetration Test (SPT)
borings was conducted to investigate subsurface soil conditions. The Standard
Penetration Test (SPT) borings were conducted in general accordance with ASTM D-
1586. Logs ofthe Standard Penetration Test (SPT) borings are presented in the report
appendix indicating visual and estimated Unified Soil Classification versus depth. Each
log also denotes the approximate station and offset with reference to the construction
baseline shown on the plan documents which you provided. A brief description of this
Standard Penetration method of sampling is also appended for your review.
Classification Dorines - Shallow classification borings were also performed to a
nominal depth of 6 feet below existing grade at intervals spaced generally no further than
200 feet center-to-center. The classification borings were conducted utilizing hand-auger
equipment wherein the soils were visually examined continuously from the pavement or
ground surface to the termination depth. Logs of the classification borings are also
presented in the attachments indicating visual and estimated Unified Soil Classification.
The approximate stationing and offsets are also noted on each boring log in the report
appendix with reference to the construction baseline.
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Pavement Thickness Measurements - At each test boring which penetrated the existing
pavement structure, measurements were recorded approximately of the existing pavement
structure. Plate I of the report attachments presents a summary of the thickness of the
existing pavement elements.
Bulk Sampline for Limerock Bearine Ratio (LBR) Testine - Representative samples
of the near-surface fine sandy soils were secured in the field by hand excavation outside
the limits of the existing pavement structure. These bulk samples were returned to our
laboratory for the performance of laboratory Limerock Bearing Ratio (LBR) testing to
assist in evaluating the sub grade soil support characteristics.
Our geotechnical investigation, in accordance with your request, did not include the
performance of test borings beginning just south of Hart Street and extending northward to about
175 feet north of the railroad which crosses Myrtle Avenue near 8ta. 91+00. It is our
understanding that this vicinity may have environmental concerns that are being addressed by
others.
LABORATORY INVESTIGATION
The limited laboratory testing program was undertaken to aid in characterizing the
engineering properties of the subsurface soils. Our laboratory tests principally included
classification tests as well as Limerock Bearing Ratio (LBR) tests on the existing subgrade soils.
A limited number of corrosivity series tests was also implemented.
Classification Tests - Classification tests principally included grainsize analyses and
Atterberg limits determinations together with organic content tests on selected specimens.
The results of our laboratory classification tests are included in the report appendix.
Limerock Bearine Ratio (LBR) Testine - Representative samples of the near-surface
sub grade soils were tested in our laboratory to define their Limerock Bearing Ratio
(LBR) characteristics. The results of our Limerock Bearing Ratio (LBR) tests are
included in the report appendix in a graph of Limerock Bearing Ratio (LBR) and
compacted density versus molding moisture content. The peak value of the LBR curve
is defined as the Limerock Bearing Ratio (LBR) of the sub grade soil.
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Corrosivitv Series - Typical sub grade soils encountered in our field investigation were
tested for various corrosivity parameters. These parameters included pH, total chloride,
total sulfate and laboratory resistivity. The results of the corrosivity series tests are
tabulated on the Summary of Laboratory Test Results in the report appendix.
GENERALIZED SUBSURFACE CONDITIONS
Plate I of the report illustrations presents a tabulation of the thickness of the pavement
structure recorded along Myrtle Avenue. As seen from Plate I, the combined thickness of asphalt
varied significantly from as little as 1.75 inches to as much as 9 inches. Although the typical
thickness was in the range of 3 to 5 inches. It should also be noted that in localized areas, the
asphaltic concrete appeared to overlay a shell base instead of the typical crushed limerock base.
In general, Myrtle Avenue is underlain by crushed limerock base course exhibiting a
significant variation in thickness but typically in the range of 6 to 10 inches. It should also be
noted that localized portions of Myrtle Avenue exhibit a wearing surface of asphaltic concrete
above an apparent concrete pavement underlayment. The thickness of the underlying concrete
was generally in the range of 6 to 10 inches with localized variations above and below this range.
Our geotechnical studies have generally identified the presence of an upper unit of
predominately fine sandy soils with variable silt, clay and organic fmes generally extending to
depths of in excess of 6 feet below existing grade. The majority of our test borings revealed
sandy soils extended to the termination depth of some 16.5 feet below the present ground
surface. These upper sandy soils principally comprised the SP to SP-SM and SM Unified Soil
Classification. However, various test borings indicated clayey sands and moderate to high
plasticity clays within the depth of investigation. Plate II of the report attachments presents a
summary of locations wherein either clayey sands or moderate to high plasticity clays were
evidenced in our geotechnical studies.
Isolated borings also reflected the presence the possibility of some rubble or debris due to
the inability to penetrate these obstructions with the hand auger boring. Other areas revealed the
presence of moderate to high plasticity clay seams or pockets within the upper sandy soils
suggestive of some historic clay fill.
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In certain areas, near-surface sandy soils overlay highly organic soils or varying
thickness. Plate III of the attachments presents a summary of locations wherein organic to highly
organic soils were evidenced in our geotechnical investigation. Plate III denotes the depth to the
top of the organic zone and the indicated thickness.
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Groundwater was encountered at varying depths during the course of our geotechnical
investigation. It should be noted, however, that our observations were generally obtained during
a period of minimal to moderate rainfall. We anticipate that groundwater levels are likely to
increase at least 1 to 2 feet in elevation during the normal wet season. One can also expect that
groundwater levels can be temporarily perched above silty to clayey soils, clays or organic units
that may exhibit a relatively low permeability when compared to the overlying sandy soils.
EVALUATION AND GEOTECHNICAL RECOMMENDATIONS
Planned Improvements - In general, it is contemplated that Myrtle Avenue will be
reconstructed incorporating a new pavement structure. Based upon information which
you have provided, we understand that the pavement structure will consist of 2 inches of
Type S asphaltic concrete placed above 8 inches of compacted limerock base with a
minimum LBR of 100 overlying 12 inches of stabilized sub grade with a minimum LBR
value of 40. It is contemplated that the pavement grades will closely conform to existing
grades with minor adjustments to effect appropriate surface drainage.
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Additions are planned to the storm sewerage beginning near Druid Road and extending
northward to approximately Turner Street and also beginning north of Chestnut Street
and extending to Jones Street where the storm sewerage will then transport stormwater
westward to Clearwater Harbor. The invert elevation for the storm sewerage is typically
on the order of 10 to 12 feet or less with the exception of portions along elevated sections
of Jones Street where cut depths may approach approximately 20 feet.
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Pavement Suberade Conditions - Our geotechnical investigation has generally
identified the presence of predominately sandy subgrade soils that will be suitable for
support of the anticipated flexible pavement structure. Preparation, of course, must
include appropriate compaction of the sub grade so as to achieve a uniform dens.ity of not
less than 98% of the Modified Proctor maximum dry density per ASTM D-1557.
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Localized areas of highly organic soils were evidenced and will warrant removal and
replacement throughout the pavement structure, adjacent sidewalks plus a general margin
of not less than 3 feet beyond. Careful geotechnical investigation during the construction
stage will be warranted in order to delineate the plan limits and depth of removal of
highly organic soils. This inspection is warranted not only to check that all unsuitable
materials are removed, but equally as important to avoid unnecessary removal of soils
that do not exhibit an excessive organic content. It is significant to note that the majority
of the locations wherein organic soils were evidenced in our studies, coincide with
portions of the project wherein utility construction is planned. This will provide an
excellent opportunity of observing the potential variation in thickness of the organic soils
during the utility excavation program which will be valuable in helping to delineate the
longitudinal limits of demucking that will be required.
Isolated areas reflected the presence of the potential for near-surface rubble or debris as
well as isolated pockets of moderate to high plasticity clays. Accordingly, the subgrade
will warrant careful examination in order to identify any such debris or significant zones
of high plasticity clay fill materials that would warrant removal and replacement. Rubble
materials less than 6 inches in equivalent diameter could probably be appropriately
blended with sands and re-used as fill provided that care is exercised to avoid any nested
debris and associated voids that could result in subsequent raveling and settlement.
Clearly, any debris constituents that would be decayable should be removed.
Limerock Bearing Ratio (LBR) tests, performed on typical sub grade soils, reflected
Limerock Bearing Ratios (LBR) varying typically from about 15 to 20. It is
recommended that a Limerock Bearing Ratio (LBR) of 15 be utilized for the compacted
sub grade soils in the assessment of soil supported values for analysis of the pavement
structure.
We have not had an opportunity of reviewing the proposed grading plans. However, we
would anticipate that the pavements will be reconstructed generally at or above existing
grade. Accordingly, we would not anticipate the need for special pavement
underdrainage. Thus, the crushed limerock base course material planned for the
pavement structure be suitable based upon indicated sub grade soil and groundwater
conditions.
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Utility Sub~rade Conditions - Test borings have identified varying soil conditions at
the anticipated sub grade elevation for the storm sewerage. Portions of the storm
sewerage will be supported within predominately fine sands with variable silt fines,
whereas others will be embedded within clayey sands and clays. The results of our
geotechnical studies indicate that the sub grade soils should be suitable for support of the
storm sewerage with proper sub grade preparation. Preparation, as a minimum, should
include appropriate compaction and placement and compaction of bedding materials as
called for in the specification requirements. Naturally, all highly organic soils must be
completely removed from beneath the storm sewerage and adjacent roadway sections.
Portions of the utilities may be underlain by clayey sands or clays that are more
susceptible to remolding and disturbance due to construction activities. The contractor
should, therefore, exercise due care to avoid such remolding and disturbance that could
potentially result in unexpected total and differential settlement. Where disturbed, the
material should be undercut and replaced with compacted gravel no coarser than an
FDOT No. 89 grading. The gravel should be replaced and compacted so as to produce a
firm and unyielding surface for utility construction. The thickness of the placement
gravel will merit engineering judgment in the field. However, we would suggest a
thickness of no less than 12 inches.
The potential also exists that localized areas could encounter soft zones that may not have
been evidenced by the general program of test borings. In such instances, it may be
necessary to undercut these soft soils as directed by the project geotechnical engineer and
to replace them with the above noted compacted gravel subgrade.
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Control and Mana~ement of Groundwater - Groundwater must be controlled during
utility construction to permit placement of storm sewerage to line and grade and proper
sub grade and backfill preparation. We anticipate that the dewatering will be
accomplished utilizing conventional wellpoints. The wellpoints should be sand-encased
with a proper filter media in order to effect proper control and management of
groundwater especially in view of the stratified nature of the subsurface soils. We
strongly recommend that the contractor retain an experienced dewatering contractor to
properly design the dewatering system so as to maintain groundwater no less than 1 foot
below the planned excavation bottom.
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Dewatering may also be required throughout portions of the project wherein over-
excavation and replacement of highly organic soils is warranted. The contractor should
use appropriate techniques to minimize any significant draw down of groundwater levels
below adjacent pavements or structures that could potentially be supported above the
highly organic soils. A significant lowering of groundwater levels can result in
settlements as a result of a loss of the soil buoyancy resulting from dewatering activities.
. Excavation Slopes to Build - It is contemplated that the utility construction will take
place in a sheeted excavation or possibly utilizing trench box construction or both.
Where open cuts are planned, we would recommend slope ratios no steeper than 1.5
horizontal to 1.0 vertical provided that the slopes are properly maintained and dewatered.
The slopes must also be carefully protected to avoid surface erosion and sloughing that
could result in excavation instability. Flatter slopes may be needed if subjected to
surcharge loads. Regardless, the contractor must comply with applicable portions of
OSHA regulations with respect to trench safety.
Mention should be made of the fact that vibrations produced by installation and removal
of sheeting or trench boxes can result in settlement of adjacent storm sewerage.
Contractors should exercise special care to avoid such vibration which could cause
unacceptable total and differential settlement.
Suitability of Excavated Soils for Use As Backfill - In general, fine sands comprising
the SP to SP-SM and SM Unified Soil Classification would be suitable for use as backfill
following demucking activities or utility construction. Soils comprising the SP to SP-
SM Unified Soil Classification which contain lesser amounts of silt or clay fmes would
represent the more select materials for backfill.
Appropriate moisture content control will be necessary in order to utilize these materials
as compacted backfill. Soils excavated below the groundwater table are likely to require
appropriate aeration and control of moisture contents to levels suitable for replacement
and compaction. Moisture contents, in general, should be controlled to within :1::2% of
optimum moisture as established by the Modified Proctor moisture density relationship
with ASTM D-1557.
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In localized areas, clayey sands and clays were encountered in the lower elevations of the
excavations. These soils, in general, would not be suitable for use as pipe backfill.
Although clayey sands having a liquid limit of less than or equal to 30 and a plasticity
index of less than or equal to 10 could potentially be utilized for backfill, it is likely that
these soils would require excessive processing to control moisture contents and would be
more difficult to rapidly place and compact to specification requirements. Those with
liquid limits and plasticity indices in excess of the above noted values would generally
not be suitable for backfill and should be discarded.
Need for Careful Geotechnical Inspection - The general program of exploratory
borings conducted herein was for the purpose of defining generalized subsurface
conditions for the design of the planned facilities. The geotechnical investigation may
not have developed all information that may be needed by the prospective contractor in
the preparation of his bid proposal. The general contractors are certainly encouraged to
secure such additional information as they may deem necessary to qualify their proposal.
The potential certainly exists that conditions could be encountered in isolated areas that
may not have been detected by the general program oftest borings. Accordingly, careful
geotechnical inspection during sub grade compaction and utility construction is warranted in
order to help identify any such areas that would warrant special sub grade preparation.
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APPENDIX
PLATE I - SUMMARY OF EXISTING PAVEMENT STRUCTURES
PLATE II - SUMMARY OF DEPTHS OF CLAYEY SOILS
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PLATE III - SUMMARY OF HIGHLY ORGANIC SOILS
STANDARD PENETRATION TEST BORING LOGS
HAND AUGER BORING LOGS
SUMMARY OF LABORATORY TEST RESULTS
GRAINSIZE ANALYSES
RESULTS OF LIMEROCK BEARING RATIO TESTS
METHOD OF TESTING
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PLATE I - SUMMARY OF EXISTING PAVEMENT STRUCTURES
SUMMARY OF EXISTING PAVEMENT STRUCTURES
Asphalt Concrete Base
Boring Station Thickness Thickness Thickness Base
(inch) (inch) (inch) Type
HA-47 12+52; 8' Rt BL 3.5 - 10.5 Limerock
B-22 14+27; 4' Rt BL 4.0 - 9.0 "
HA-46 16+11; 15'RtBL 4.0 9.0 "
HA-45 17+96; 7' Rt BL 4.0 11.0 "
B-21 19+67; 15' Lt BL 4.0 10.0 "
HA-44 21+25; 13' Lt BL 4.5 7.5 "
HA-43 23+06; 3' Lt BL 3.75 8.25 "
B-20 25+11; 15' Rt BL 4.0 13.0 "
HA-42 26+35; 6' Rt BL 3.5 8.5 "
HA-4l 28+48; 6' Lt BL 4.25 7.75 "
B-19 30+13; 19' Lt BL 4.0 11.0 "
HA-40 31+87; 16' Lt BL 4.0 3.0 "
HA-39 33+67; 10' Lt BL 4.0 9.0 "
HA-39A 33+73; 10' Lt BL 5.75 6.25 "
B-32 34+06; 16' Rt BL 4.5 9.0 "
B-18 35+42; 16' Rt BL 4.0 10.0 "
HA-38 37+07; 21'RtBL 5.5 11.5 "
HA-37 38+86; 7' Rt BL 7.0 9.0 "
B-17 40+61; 6' LtBL 5.0 9.0 "
HA-36 42+34; 15' Lt BL 7.0 6.0 "
B-31 43+27; 7' Rt BL 7.0 7.0 "
HA-35 44+07; 13' Rt BL 7.0 12.0 "
HA-35A 44+13; 13' Rt BL 7.5 13.5 "
PLATE I
Asphalt Concrete Base
Boring Station Thickness Thickness Thickness Base
(inch) (inch) . (inch) Type
B-30 44+99; 7' Rt BL 5.5 9.0 Limerock
B-16 45+91; 6' Rt BL 6.0 15.0 "
HA-34 47+67; 16' Lt BL 6.25 - 7.75 "
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HA-33 49+41; 13' Lt BL 5.25 6.5 - --
B-15 51+09; 15' RtBL 6.0 7.0 - -
B-29 52+82; 8' Lt BL 8.0 8.0 - -
B-28 53+95; 4' Lt BL 8.0 10.0 - -
HA-31 54+85; 4' Lt BL 8.0 6.0 - -
B-14A 56+64; 6' Rt BL 5.0 - 12.0 Limerock
B-14 56+64; 17' Rt BL 6.0 - 15.0 "
HA-30 58+30; 13' Lt BL 3.0 - 11.5 Limerock &
Crushed
Concrete
B-27 59+32; 8' Rt BL 4.0 6.0 - -
HA-29 59+94; 17' Rt BL 3.5 - 5.5 Shell
B-13 61+59; 2' Lt BL 5.0 - 10.0 Limerock
B-26 62+32; 4' Lt BL 2.5 12.0 "
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HA-28 63+23; 10' Rt BL 8.0 7.0 - -
B-25 63+94; 22' Rt BL 3.0 6.0 - -
HA-27 64+87; 10' LtBL 2.5 5.5 - -
B-24 65+56; 13' Rt BL 8.5 6.0 - -
B-12 66+53; 22' Rt BL 5.0 13.0 - -
B-23 67+11; 22' Rt BL 9.0 8.0 - -
HA-26 68+19; 10' Rt BL 8.0 - 7.5 Shell
HA-25 69+84; 13' Rt BL 2.5 - 5.0 Limerock
B-11 72+45; 18' Lt BL 5.0 - 11.0 Limerock
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PLATE I
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o Asphalt Concrete Base
Boring Station Thickness Thickness Thickness Base
(inch) (inch) (inch) Type
HA-24B 74+28.9; 2' Rt BL 7.0 - 8.0 Shell
HA-23 75+67; 19' LtBL 2.5 - 9.5 "
B-10 77+33; BL 4.0 - 9.0 Limerock
HA-22 79+12; 8' Rt BL 6.0 - 7.2 Shell
HA-21 81+39; 15' Rt BL 4.5 - 9.5 Limerock
B-9 83+04; 9' Rt BL 5.0 10,0 "
HA-20 84+66; 6' Lt BL 5.0 8.0 "
HA-19 86+24; 5' Rt BL 5.0 10.0 "
B-8 93+73; 16' LtBL 5.0 7.0 "
HA-18 95+35; 15' Rt BL 0 4.5 7.5 "
HA-17 97+02; 4' Rt BL 4.0 7.0 "
B-7 98+74; 8' Lt BL 3.0 9.0 "
HA-16 100+61; 17' Lt BL 5.0 9.0 "
HA-15 102+53; 12' Lt BL 5.0 12.0 "
B-6 103+86; I' Lt BL 5.0 11.0 "
HA-14 105+32; 16' Rt BL 4.0 7.0 "
HA-13 106+99; 6' Rt BL 3.5 8.5 "
B-5 108+59; 16' Lt BL 3.0 11.0 "
HA-12 110+30; 5' Lt BL 3.5 6.5 "
HA-l1 112+00; 5' Rt BL 3.5 4.5 "
B-4 113+67; 14' Rt BL 6.0 19.0 "
HA-lO 115+51;7' Lt BL 4.0 6.0 "
HA-9 117+15; 13' Lt BL 3.25 8.75 "
B-3 118+82; 6' Lt BL 4.5 12.5 "
HA-8 120+62; 8' Rt BL 3.5 7.5 Limerock
PLATE I
Asphalt Concrete Base
Boring Station Thickness Thickness Thickness Base
(inch) (inch) (inch) Type
HA-7 122+28; 5' Lt BL 3.5 8.5 "
B-2 123+98; 15' Rt BL 5.0 12.0 "
HA-6 125+47; 14' Rt BL 3.5 6.5 "
HA-5 127+64; 20' Lt BL 1.75 8.25 "
HA-4 129+33; 21' Rt BL 3.5 6.5 "
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HA-3 132+76; 9' Lt BL 2.75 4.25 "
HA-2 134+41; 18' Rt BL 6.0 6.0 "
HA-1 136+06; 16' Lt BL 7.5 4.5 "
PLATE I
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PLATE II - SUMMARY OF DEPTHS OF CLAYEY SOILS
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Driggers Engineering Services Incorporated
SUMMARY OF DEPTHS OF CLAYEY SOILS
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Depth Total of
Boring Station Native Clayey Combined Unified
Sand or Clay Thickness * Soil Class
(ft) (ft)
MYRTLE AVENUE
B-19 30+ 13; 19' Lt BL 10.0 4.0 SC and CH
B-18 35+42; 16' Rt BL 12.0 4.5 CH
.
B-16 45+91; 6' Rt BL 7.8 6.5 SC and CH
B-28 53+95; 4' Lt BL 8.0 8.5 CH
HA-31 54+85; 4' Lt BL 8.5 1.5 CH
B-14A 56+64; 6' Rt BL 5.2 11.5 CH
B-13 61+59;2'LtBL 8.0 8.5 SC and CH
B-ll 72+45; 18' Lt BL 10.0 6.5 SC And eH
B-I0 77+33; BL 8.0 6.5 SC and CH
B-6 103+86; l' Lt BL 12.0 4.5 SC
JONES STREET
B-35 210+01; 7' Rt BL 6.0 13.0 CH
B-34 215+10; 9' Rt BL 8.0 13.5 CH
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PLATE II
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PLATE III - SUMMARY OF HIGHLY ORGANIC SOILS
Driggers Engineering Services Incorporated
PLATE III
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SUMMARY OF HIGHLY ORGANIC SOILS
Depth Top Thickness
Station Boring Description of Organics of
(ft) Organics
(ft)
33+73 HA-39A Highly organic sandy SILT 3.4 0.6
10' Lt BL (pt)
44+ 13 HA-35A Fibrous highly organic SILT 5.7 4.3
13' Rt BL (pt)
54+85 HA-31 Fibrous highly organic SILT 5.4 3.1
4' Lt BL (pt)
56+64 B-14A Highly organic sandy SILT 2.2 2.4
17' RtBL (pt)
58+30 HA.:.30 Dark brown organic silty 5.5 ~0.5
13'LtBL SAND (SM/Pt)
65+56 B-24 Highly organic SILT (pt) 3.5. 0.5
13'RtBL
66+53 B-12 Highly organic sandy SILT 3.0 1.0
22' Rt BL (Pt)
67+11 B-23 Highly organic SILT (pt) 3.0 1.0
22' Rt BL
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STANDARD PENETRATION TEST BORING LOGS
Driggers Engineering Services Incorporated
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DRIGGERS
ENGINEERING SERVICES
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INCORPORATED I
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Project No. DES 014332 BORING NO. B-1
Project Myrtle Avenue Utility Upgrade & Pavement Reconstruction, Clearwater, FL
Location See "Remarks" Foreman B.B.
Completion Deroh To
Depth 16.5' Date 1/28/02 ater ** Time Date 1/28/02
o::ci
l- (/) ZILlI- STANDARD
u. ..J OD.(/) PENETRATION TEST
0 ILl SOIL DESCRIPTION (/)0::2
:i 10 ..J BLOWS/FT. ON 2" 0.0.
I- :E D. :=1LI1L1
D. :E O~D. SAMPLER-140 LB.
>- <(
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Q (/) al<(O
SURF. EL: (/)= 10 20 40 6080
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0 .... ...- Dark brown organic Fine SAND (SP-SM)
... ....
...... ...~
.. ...... Very light gray Fine SAND (SP)
.. .....
.... ..
0.... .
. .....
......
.. ...... Tan Fine SAND (SP)
5 .. ......
Medium dense tan to light grayish-brown 4/6/8
.. ...... Fine SAND (SP)
.. .....
.... O. 4/6/8
10 .... .. \
.. ...... Medium dense grayish-brown to gray Fine SAND 9/8/9 -.
.. ...... (SP) \
........
.... .. 8/8/11 .~
.. ......
.. ......
.. ......
l.r-l:I:I: Medium dense gray slightly silty Fine SAND
15 Wil';l: (SP-SM)
I ll:I:I: 5/7/13
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20
25
.
30
Remarks Location: Myrtle Ave.; Sta. 131+12; Offset 19' Left of Baseline Construction
Borehole Grouted ** Water Table not encountered within 10.0' Casing Length
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IN CORPORA TED
DRIGGERS ENGINEERING SERVICES
Project No. DES 014332 BORING NO. B-2
Project Myrtle Avenue Utility Upgrade & Pavement Reconstruction, Clearwater, FL
Location See "Remarks. Foreman B.B.
Completion Deroh To
Depth 16.5' Date 1/29/02 ater ** Time Date 1/29/02
rx:~ STANDARD
l- (/) zWI-
u. ..J OD..~ PENETRATION TEST
0 W
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SURF. EL: (/)= 10 20 40 6080
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0 _5" Asohalt Pavement
~.:; .:~ 12" Limerock Base
\Brown Fine SAND (SP)
Light brown Fine SAND (SP)
5 ..- ....
Tan Fine SAND (SP)
10 . ..... Dark brown Fine SAND (SP)
Medium dense brown Fine SAND (SP) 4/6/9 .
. ..... /
:0::::': Loose grayish-brown Fine SAND 3/4/4 "
;.::: j!: with trace of limestone fragments (SP)
.' . Medium dense gray slightly silty Fine SAND \
15 i:I:l:':!;
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20
25
.
30
Remarks Location: Myrtle Ave.; Sta. 123+98; Offset 15' Right of Baseline Construction
Borehole Grouted ** Water Table not encountered within 10.0' Casing Length
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DRIGGERS ENGINEERING SERVICES
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INCORPORATED I
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Project No. DES 014332 BORING NO. B-3
Project Myrtle Avenue Utility Upgrade & Pavement Reconstruction, Clearwater, FL
Location See "Remarks" Foreman B.B.
Completion Deroh To
Depth 16.5' Date 1/28/02 ater ** Time Date 1/28/02
D::~
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LL ..J OD.en PENETRATION TEST
0 W SOIL DESCRIPTION enD::z
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c en metO
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0 4-1/2" Asohalt Pavement
12-1/2" Limerock Base
~:::.: Grayish-brown Fine SAND with trace of shell
::.:~V: fraaments (SP)
. wOo". Brown and tan Fine SAND (SP)
.... ..
.... .. Tan Fine SAND (SP)
5 . .....
. .....
........
. ....,
Light gray and brown Fine SAND (SP)
.... ..
........ Brown Fine SAND (SP)
.... ..
.... ..
0.... .
. .....
10 Medium dense grayish-brown Fine SAND (SP)
. ..... 4/6/7 .
\
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:::::v: /
Loose gray silty, slightly clayey Fine SAND 7
15 (SM) ~
4/3/4
20
25
30
Remarks Location: Myrtle Ave.; Sta. 118+82; Offset 6' Left of Baseline Construction
Borehole Grouted ** Water Table not encountered within 10.0' Casing Length
11:::1 ~~ i
Project No. DES 014332 BORING NO. B-4
Project Myrtle Avenue Utility Upgrade & Pavement Reconstruction, Clearwater, FL
Location See "Remarks" Foreman B.B.
Completion DeWh To
Depth 16.5' Date 1/28/02 ater ** Time Date 1/28/02
a: 0::
t: en zWI- STANDARD
..J Oll.~ PENETRATION TEST
0 W
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CD
0 II ,,6" Asphalt Pavement
19" Limerock Base
1....,i1 ...or. \~ark gray slightly organic Fine SAND with trace
. ..... of cravel (SP)
. ..... \Brown Fine SAND (SP)
5 .... .. ,Licht brown Fine SAND (SP)
'0" ..
0.0 " Tan Fine SAND (SP)
.0. ..
0,0 "
. 00..
.0" ..
0.0 '.
.0" .. Licht cray Fine SAND 7SP)
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..0. . Medium dense grayish-brown to dark brown
. 00 '. 4/8/8 .
Fine SAND (SP)
5/6/9 ..
'.0 '. \
15 \
6/9/13 .
20
25
30
Remarks Location: Myrtle Ave.; Sta. 113+67; Offset 14' Right of Baseline Construction
Borehole Grouted ** Water Table not encountered within 10.0' Casing Length
-=I~~i
DRIGGERS ENGINEERING SERVICES
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INCORPORATED I
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Project No. DES 014332 BORING NO. B-S
Project Myrtle Avenue Utility Upgrade & Pavement Reconstruction, Clearwater, FL
Location See "Remarks" Foreman B.B.
Completion De~h To
Depth 16.5' Date 1/28/02 ater 7.2' Time Date 1/28/02
a: Ii
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\ Tan Fine SAND with trace of glass and brick
. ..... fraaments (SP)
. .....
. ..... ,Light brown Fine SAND eSP)
........
5 . ..... Tan Fine SAND eSP)
........ Light gray Fine SAND (SP)
r.p::: Dark brown sliahtlv siltv Fine SAND eSP-SM)
In:,:,:
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:~: :.~ of finely divided organic material (SP) "
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........ "'.
. ..... 9/11/16
. .....
........
15 \
.... ..
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. ..... I.
11/22/22
. .....
20
25
30
Remarks Location: Myrtle Ave.; Sta. 108+59; Offset 16' Left of Baseline Construction
Borehole Grouted Casing Length
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Project No. DES 014332 BORING NO. B- 6
Project Myrtle Avenue Utility Upgrade & Pavement Reconstruction, Clearwater, FL
Location See "Remarks" Foreman
Completion Depth To
Depth 16.5' Date 1/29/02 Water 6.6' Time
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5/7/9
4/4/5
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20
25
30
B.B.
Date 1/29/02
STANDARD
PENETRATION TEST
BLOWS/FT. ON 2" O.D.
SAMPLER.140 LB.
HAMMER, 30" DROP
10 20 40 60 80
.
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7
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III
Remarks Location: Myrtle Ave.; Sta. 103+86; Offset l' Left of Baseline Construction
Borehole Grouted Casing Length
Project No. DES 014332 BORING NO. B-7
Project Myrtle Avenue Utility Upgrade & Pavement Reconstruction, Clearwater, FL
Location See "Remarks" Foreman
Completion Depth To
Depth 16.5' Date 1/28/02 Water 4.8' Time
B.B.
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Date 1/28/02
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SAMPLER-140 LB.
HAMMER, 30" DROP
10 20 40 60 80
mHlUHi
SURF. EL:
3" Asphalt Pavement
\9" Limerock Base
Dark gray organic Fine SAND (SP-SM)
Brown Fine SAND (SP)
Gravish-brown siltV Fine SAND (SM)
Light gray Fine SAND (SP)
Medium dense grayish-brown Fine SAND (SP)
9/10/10
617/12 J
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(SM)
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4/3/2
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Remarks Location: Myrtle Ave.; Sta. 98+74; Offset 8' Left of Baseline Construction
Borehole Grouted Casing Length
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DRIGGERS ENGINEERING SERVICES
INCORPORATED
Project No. DES 014332 BORING NO. B-8
Project Myrtle Avenue Utility Upgrade & Pavement Reconstruction, Clearwater, FL
Location See "Remarks" Foreman B.B.
Completion DeWh To
Depth 16.5' Date 1/29/02 ater 4.2' Time Date 1/29/02
0:: a! STANDARD
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CD
0 ,,5" Asphalt Pavement
."........
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----
.'. .... Dark brown Fine SAND with finely divided
orQanic material (SP)
Dark reddish-brown Fine SAND (SP)
5 . .....
. ..... Brown Fine SAND (SP)
Medium dense light brown to light grayish-brown 4/4/9 .
Fine SAND (SP) \
3/8/11 \
10 . ..... /
itj;I:',; Medium dense brown slightly silty Fine SAND 517/7
1:0:1"1: (SP-SM)
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. ..... Medium dense light brown Fine SAND (SP) 5/6/8
7
15 Loose dark brown silty Fine SAND (SM) J
3/2/3 ~
......
20
25
30
Remarks Location: Myrtle Ave.; Sta. 93+73; Offset 16' Left of Baseline Construction
Borehole Grouted Casing Length
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DRIGGERS ENGINEERING SERVICES
Project No. DES 014332 BORING NO. B-9
Project Myrtle Avenue Utility Upgrade & Pavement Reconstruction, Clearwater, FL
Location See "Remarks" Foreman B.B.
Completion Deroh To
Depth 16.5' Date 1/28/02 ater 5.5' Time Date 1/28/02
~Ei STANDARD
t: 0 ZWI-
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0 W
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\~ark grayish-brown Fine SAND with trace
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...... Dark brown Fine SAND (SP)
5 . .....
,,:. : Brown slightly silty Fine SAND (SP-SM)
l:,,'n:
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Fine SAND (SP) /
10 ..........
1/1/1 /
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.. ......
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1:0:1' J:
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: ~:: :
Loose dark brown Fine SAND (SP)
15
........ 2/3/5 .
20
25
30
Remarks Location: Myrtle Ave.; Sta. 83+04; Offset 9' Right of Baseline Construction
Borehole Grouted Casing Length
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Project No. DES 014332 BORING NO. B-10
Project Myrtle Avenue Utility Upgrade & Pavement Reconstruction, Clearwater, FL
Location See "Remarks" Foreman
Completion Depth To
Depth 16.5' Date 1/29/02 Water 6.2' Time
Ii: ...J (/)
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.,..:4 ""\9" Limerock Base
..:~:~i
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..~:p. \fraaments (SP)
.... .. Brown Fine SAND (SP)
5 ........ Tan Fine SAND (SP)
Brown Fine SAND (SP)
. .....
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vi'Z"
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15 ~ Firm green CLAY (CH)
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5/5/9
5/6/7
4/4/4
20
25
30
Remarks Location: Myrtle Ave.; Sta. 77+33; On Baseline Construction
Borehole Grouted
B.B.
Date 1/29/02
STANDARD
PENETRATION TEST
BLOWS/FT. ON 2" O.D.
SAMPLER-140 LB.
HAMMER, 30" DROP
10 20 40 60 80
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17
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Casing Length
B.B.
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DRIGGERS ENGINEERING SERVICES INCORPORATED
Project No. DES 014332 BORING NO. B-ll
Project Myrtle Avenue Utility Upgrade & Pavement Reconstruction, Clearwater, FL
Location See "Remarks" Foreman
Completion Depth To
Depth 16.5' Date 1/29/02 Water 4.4' Time
SURF. EL:
o 111M ,,5" Asphalt Pavement
~ ,,11" Limerock Base
: :::: ,Brown Fine SAND (SP)
Dark brown Fine SAND (SP)
. .....
......
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SOIL DESCRIPTION
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BLOWS/FT. ON 2" 0.0.
SAMPLER.140 LB.
HAMMER, 30" DROP
10 20 40 60 80
Brown silty, clayey Fine SAND (SM-SC)
Medium dense grayish-brown silty,
slightly clayey Fine SAND (SM)
Medium dense grayish-brown silty Fine SAND
(SM)
Medium dense light greenish-gray
clayey Fine SAND (SC)
Very stiff green sandy CLAY (CH)
6/9/12
.
/
/
6/7/7
7/7/7
5/7/8
.
/
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Stiff green CLAY (CH)
3/4/5
III
Remarks Location: Myrtle Ave.; Sta. 72+45; Offset 18' Left of Baseline Construction
Borehole Grouted Casing Length
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ENGINEERING SERVICES
INCORPORATED
Project No. DES 014332 BORING NO. B-12
Project Myrtle Avenue Utility Upgrade & Pavement Reconstruction, Clearwater, FL
Location See "Remarks" Foreman B.B.
Completion 1/29/02 Depth To 1/29/02
Depth 16.5' Date Water 5.7' Time Date
~ri STANDARD
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0 w
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... :E D. ~ww
D. >- :E O~D. SAMPLER.140 LB.
w 0 c( ..J:E~ HAMMER, 30" DROP
Q 0 alc(O
SURF. EL: 01 10 20 40 6080
CQ
0 - ,5" Asohalt Pavement
'~~.'"
10 ?'.!. '\ 13" Concrete Slab
Dark grayish-brown Fine SAND (SP)
. .
Black highly organic, sandy SILT (Muck) (Pt)
. ..... Dark arav Fine SAND (SP)
5 Grayish-brown Fine SAND (SP)
Medium dense dark brown silty Fine SAND (SM) 7/10/8 .
3/10/13 \
10 .... ..
~::::.: Medium dense to loose grayish-brown Fine SAND 5/7/9 ,/
. ..... with trace of cemented sand fragments (SP) /
:.::::.:
. ..... 4/4/6 /
. .....
........
.::: ::
. .....
" , Loose brown slightly silty Fine SAND (SP-SM)
i'l:l:I:.:
15 r: i ;;1:1;
I ~ l:1 :1: 3/4/5 III
i:'i! :1 '.';;
. ..
20
25
30
Remarks Location: Myrtle Ave.; Sta. 66+53; Offset 22' Right of Baseline Construction
Borehole Grouted Casing Length
1::I~~i
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DRIGGERS ENGINEERING SERVICES INCORPORATED I
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Project No. DES 014332 BORING NO. B-13
Project Myrtle Avenue Utility Upgrade & Pavement Reconstruction, Clearwater, FL
Location See "Remarks" Foreman B.B.
Completion De~h To
Depth 16.5' Date 1/29/02 ater 5.2' Time Date 1/29/02
~O::
~ en zw~ STANDARD
u. ..J OD.~ PENETRATION TEST
0 w
J: lD ..J SOIL DESCRIPTION en~z BLOWS/FT. ON 2" 0.0.
~ ::IE D. ~ww
D. ::IE O~D. SAMPLER-140 LB.
w >- <( ..J::IE~
c en en lD<(O HAMMER, 30" DROP
SURF. EL: en: 10 20 40 6080
co
0 m "'\.5" Asohalt Pavement
. ""'\ 10" Limerock Base
,. :-:
~@~:~ Dark brown slightly organic Fine SAND (SP)
nt=r.
..:~t~
. ..... Dark Qravish-brown Fine SAND (SP)
5 ...... Dark gray and light gray Fine SAND (SP)
.... .,
\Dark Qravish-brown Fine SAND (SP) 2/2/3 .
Loose brownish-gray Fine SAND (SP)
...... \
.t-: -:.: Loose brownish-gray clayey Fine SAND (SC) 2/4/3 ~
. . . .
7/':
10 i',;i -: -:
?;i;:- :. 4/3/5 .
~;i;l";l"
::i:-:":- 1\
l% Stiff to very stiff green CLAY (CH) 6/6/7 ".
~ \
15 \
~ 6/8/10 ~
20
25
30
Remarks Location: Myrtle Ave.; Sta. 61+59; Offset 2' Left of Baseline Construction
Borehole Grouted Casing Length
11
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DRIGGERS ENGINEERING SERVICES
INCORPORATED
Project No. DES 014332 BORING NO. B-l'4
Project Myrtle Avenue Utility Upgrade & Pavement Reconstruction, Clearwater, FL
Location See "Remarks" Foreman B.B.
Completion Date 1/30/02 De~h To
Depth 3.0' * ater Time Date
0=0::
.... en zw.... STANDARD
u. ...J OD.~ PENETRATION TEST
0 W
:r.~ III ...J SOIL DESCRIPTION enO=z BLOWS/FT. ON 2" O.D.
.... :E D. ;:ww
l1. >- :E O~D. SAMPLER-140 LB.
w en c( ...J:EO= HAMMER, 30" DROP
c en Illc(O
SURF. EL: en= 10 20 40 6080
cg
0 II """,6" Asohalt Pavement
15" Limerock Base
.:.t,'.t,';t. Dark brown clayey Fine SAND (SC)
.",.",.
Grav sandv CLAY (CH)
5
10
15
20
25
30
Remarks Location: Myrtle Ave.; Sta. 56+64; Offset 17' Right of Baseline Construction
* Could not penetrate below depth 3.0' due to buried concrete. . C;~sing. Length
I
DRIGGERS ENGINEERING SERVICES INCORPORATED I
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Project No. DES 014332 BORING NO. B-14A
Project Myrtle Avenue Utility Upgrade & Pavement Reconstruction, Clearwater, FL
Location See "Remarks" Foreman B.B.
Completion . Deroh To
Depth 16.5' Date 1/30/02 ater 5.6' Time Date 1/30/02
D::~ STANDARD
I- w zWI-
LI. ..J Ol1.~ PENETRATION TEST
0 W
:i aJ ..J SOIL DESCRIPTION wD::z BLOWS/FT. ON 2" O.D.
I- :E l1. ;:ww
l1. :e O~l1. SAMPLER-140 LB.
W >- c( ..J:ED::
Q en en aJc(O HAMMER, 30" DROP
SURF. EL: en= 10 20 40 6080
(Q
0 II r-..5" Asphalt Pavement
I 12" Limerock Base
.... .. k Gravish-brown Fine SAND (SP)
Dark brown highly organic, sandy SILT (Muck)
(Pt) ,
5 // Dark arav Fine SAND (SP)
Dark Qreen CLAY (CH)
~ Firm to stiff green to light yellowish-green 3/3/6 .
~ CLAY (CH) /
3/3/4 ~
10 ~ /
3/2/3 ~
~ \
3/5/4 \
r;% ~
~ Hard green brittle CLAY (CH) "- ""
15
~ 10/18/18 '-
20
25
30
Remarks Location: Myrtle Ave.; Sta. 56+64; Offset 6' Right of Baseline Construction
Borehole Grouted Casing Length
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DRIGGERS ENGINEERING .SERVICES
IN CORPORA TED
Project No. DES 014332 BORING NO. B-1S
Project Myrtle Avenue Utility Upgrade & Pavement Reconstruction, Clearwater, FL
Location See "Remarks" Foreman B.B.
Completion 1/30/02 Depth To 1/30/02
Depth 16.5' Date Water 5.0' Time Date
0::0:
t: m zWI- STANDARD
..J Oe..m PENETRATION TEST
0 W SOIL DESCRIPTION Cl)o::z
:i 10 ..J BLOWS/FT. ON 2" 0.0.
I- ~ e.. ;:ww
e.. ~ oite.. SAMPLER-140 LB.
W >- <( ..J~o::
c m m 10<(0 HAMMER, 30" DROP
SURF. EL: m= 10 20 40 6080
U)
0 -....... ,6" Asohalt Pavement
,"9 \7" Concrete Slab
.... ...
a..._
t:~:::- \Dark arav oraanic Fine SAND (SP-SM)
. .....
........ Dark gray Fine SAND (SP)
. .....
. .....
. ..... Gravish-brown Fine SAND (SP)
5 I tj:I:I:
l.',,:rs: Dark reddish-brown slightly silty Fine SAND
. i l:I:I: ,,(SP-SM)
........ Medium dense light brown Fine SAND (SP) 3/7/10 .
. ..... \
......
. ..... 5/9/10
........ \
10
i.i.;:I:I: Medium dense dark brown slightly silty 8/12/16 \
~. r D.l:
iti:I:'I: Fine SAND (SP-SM) /
1.",:I'J:
P.l~I:I: 9/10/8 .
I.r.):!: I:
~:f!~1:1~ /
. ..... Medium dense dark grayish-brown Fine SAND (SP) /
15 . ..... J
9/8/4
.... '0
20
25
30
Remarks Location: Myrtle Ave.; Sta, 51 +09; Offset 15' Right of Baseline Construction
Borehole Grouted Casing Length
DRIGGERS
ENGINEERING SERVICES
I
INCORPORATED I
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Project No. DES 014332 BORING NO. B-16
Project Myrtle Avenue Utility Upgrade & Pavement Reconstruction, Clearwater, FL
Location See "Remarks" Foreman B.B.
Completion De~Jh To
Depth 16.5' Date 1/30/02 ater 9.2' Time Date 1/30/02
D::a::
~ (/) zWI- STANDARD
..J OQ.~ PENETRATION TEST
0 W
::i a:l ..J SOIL DESCRIPTION (/)D::z BLOWS/FT. ON 2" O.D.
I- :E Q. 3:ww
Q. :E oiiQ. SAMPLER.140 LB.
>- <(
w (/) ..J:eD:: HAMMER, 30" DROP
c (/) a:l<(O
SURF. EL: (/)= 10 20 40 6080
co
0 . "",6" Asohalt Pavement
tI 15" Limerock Base
:.: .It Brown Fine SAND with trace of limestone
. ..... \fraaments (SP)
6~~~~ \Gravish-brown Fine SAND (SP)
5 '0' .... Dark gray Fine SAND with limestone fragments
\(SP)
...... Grav Fine SAND (SP)
.... .. Brown Fine SAND (SP)
. . . Brown clayey Fine SAND (SC)
. . .
.. Green silty, sandy CLAY (CH)
10 ...... .. Very loose grayish-green clayey Fine SAND (SC)
. . .
...... .. 1/1/2 .
. . .
.:.:..;.r. \
. . .
.0.0.. ..
Loose grayish-green silty Fine SAND (SM) 2/2/3 ~
.... .. \
15 t% Stiff green CLAY (CH) \
~ 5/6/5 Ie
20
25
30
Remarks Location: Myrtle Ave.; Sta. 45+91; Offset 6' Right of Baseline Construction
Borehole Grouted Casing Length
11
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DRIGGERS
ENGINEERING SERVICES
INCORPORA TED
Project No. DES 014332 BORING NO. B-1?
Project Myrtle Avenue Utility Upgrade & Pavement Reconstruction, Clearwater, FL
Location See "Remarks" Foreman B,B.
Completion Deroh To
Depth 16.5' Date 1/30/02 ater 7.4' Time Date 1/30/02
~O=
I- U) zWI- STANDARD
II. ..J OQ.~ PENETRATION TEST
0 W
::i a:l ..J SOIL DESCRIPTION U)~z BLOWS/FT. ON 2" 0.0.
I- ~ Q. :s:ww
Q. >- ~ oiiQ. SAMPLER-140 LB.
W U) <( ..J~~ HAMMER, 30" DROP
c U) a:l<(O
SURF. EL: U)= 10 20 40 6080
cg
0 ~ · 5" Asohalt Pavement
'P::::: \9" Limerock Base
:::::0: Brown Fine SAND with trace of limestone
fraaments eSp)
...... Dark brown Fine SAND (SP)
5 '.::'.:; - trace of limestone fragments below depth 4,2'
: .:: ::..
......
:'0::':
...... Grayish-brown Fine SAND (SP)
Medium dense brown Fine SAND (SP) 5/7/9 .
10 .....~ /
: j;:;: Loose grayish-brown silty, 4/4/5 .
: ~ ~ : ~ : slightly clayey Fine SAND (SM)
! ! ! 11 Medium dense grayish-brown silty Fine SAND 4/5/6 ~
.. .. .. (SM) \
15 ;::~l!;::~ Medium dense dark brown Fine SAND (SP) \
4/6/8 ~
......
20
25
30
Remarks Location: Myrtle Ave.; Sta. 40+61; Offset 6' Left of Baseline Construction
Borehole Grouted Casing Length
1I::I~~i
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DRIGGERS ENGINEERING SERVICES
INCORPORATED I
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Project No. DES 014332 BORING NO. B-18
Project Myrtle Avenue Utility Upgrade & Pavement Reconstruction, Clearwater, FL
Location See "Remarks" Foreman B.B.
Completion Depth To 1/30/02
Depth 16.5' Date 1/30/02 Water 5.5' Time Date
o::fi STANDARD
I- en zWI-
LL ..J oQ,en PENETRATION TEST
0 W SOIL DESCRIPTION enO::z
~ m ..J BLOWS/FT. ON 2" 0.0.
l- :E Q, 3:;ww
Q, :E o~Q, SAMPLER-140 LB.
W >- 0( ..J:EO::
Q en en lno(O HAMMER, 30" DROP
SURF. EL: en: 10 20 40 6080
cg
0 ~o'!" \4" Asphalt Pavement
.::~~ '\ 10" Limerock Base
...S'- . Dark brown Fine SAND with limestone fragments
.lIf. : :.
.....\? .
.... .. \(SP)
WIWW \Brown Fine SAND (SP)
. .. ~'.. ~ \Dark brown silty Fine SAND (SM)
5 I.r.l:~ L ~
':'! :1 ;.'~ Brown slightly silty Fine SAND (SP-SM)
r Loose brown silty Fine SAND (SM) 2/3/5 .
I
. .. Loose green silty, slightly clayey Fine SAND 3/2/3 J
. ..
. .. (SM)
10 . .
4/4/4 ~
... ..
~ Stiff green CLAY (CH) 3/4/5
\
15 ~ Very stiff green brittle CLAY (CH) \
~ 5/7/8 \
20
25
30
Remarks Location: Myrtle Ave.; Sta. 35+42; Offset 16' Right of Baseline Construction
Borehole Grouted Casing Length
-=I~~i
DRIGGERS
ENGINEERING SERVICES II'JCORPORA TED
Project No. DES 014332 BORING NO. B-19
Project Myrtle Avenue Utility Upgrade & Pavement Reconstruction, Clearwater, FL
Location See "Remarks" Foreman B.B.
Completion 1/30/02 Depth To 6.1' 1/30/02
Depth 16.5' Date Water Time Date
~ti STANDARD
I- en zWI-
LL .J OQ.~ PENETRATION TEST
0 W
.J SOIL DESCRIPTION en~z
J: m Q. 3=Ww BLOWS/FT. ON 2" 0.0.
I- ::E
Q. >- ::E O~Q. SAMPLER-140 LB.
W en < .J:E~ HAMMER, 30" DROP
c en m<O
WSURF.EL: en: 10 20 40 6080
CD
0 ". 4" ~s~halt Pavement
~:::.: 11 Llmerock Base
Brown Fine SAND with trace of limestone
b; fragments (SP)
5 ..:,,; :
Dark brown Fine SAND (SP)
Very loose to medium dense light brown 2/2/1 .
to dark brown Fine SAND (SP) ~
2/5/7 "-
10 . ... . . /
.'.;.1';. . .. Loose greenish-gray clayey Fine SAND (SC)
:;. 4/5/5
. . .
.... . . ..
. . .
.. ... . ..
Firm light green very silty CLAY (CL) 4/4/4 ~
15 Medium dense grayish-green silty,
slightly clayey Fine SAND (SM) 4/5/7 \.
20
25
30
Remarks Location: Myrtle Ave.; Sta. 30+13; Offset 19' Left of Baseline Construction
Borehole Grouted Casing Length
~
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DRIGGERS
I
IN CORPORA TED I
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ENGINEERING SERVICES
Project No. DES 014332 BORING NO. B-20
Project Myrtle Avenue Utility Upgrade & Pavement Reconstruction, Clearwater, FL
Location See "Remarks" Foreman B.B,
Completion Deroh To
Depth 16.5' Date 1/31/02 ater 6.0' Time Date 1/31/02
D::a: STANDARD
.... en zWI-
LL ...J 011.~ PENETRATION TEST
0 W
:i ...J SOIL DESCRIPTION enD::z
1:0 11. 3:ww BLOWS/FT. ON 2" O.D.
.... :::E
11. :::E oiil1. SAMPLER.140 LB.
W >- <( ...J:::ED::
C en en 1:0<(0 HAMMER, 30" DROP
SURF. EL: en= 10 20 40 6080
cg
0 ~ ,4" Asphalt Pavement
I--.. 13" Limerock Base
\Brown Fine SAND (SP)
e.. .... Liaht brown Fine SAND (SP)
. ..... Light gray Fine SAND (SP)
5
. .....
l"t; ~I:'I: Loose light gray slightly silty Fine SAND 2/2/5
1:(1:1'/ : with trace of cemented sand fragments (SP-SM)
HEI;':
":::: - trace of finely divided organic material 2/2/5
:':;:~ from depth 8.0' - 11.5' ~
10 ........
Loose to medium dense dark brown Fine SAND (SP) 4/9/14 'e
.i!o::::.:
5/9/18 .
15 Medium dense brown Fine SAND (SP)
........ 9/13/11 "
.... ..
.... o.
20
25
30
Remarks Location: Myrtle Ave.; Sta. 25+11; Offset 15' Right of Baseline Construction
Borehole Grouted Casing Length
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I_ DRIGGERS ENGINEERING SERVICES INCORPORATED
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Project No. DES 014332 BORING NO. B-21
Project Myrtle Avenue Utility Upgrade & Pavement Reconstruction, Clearwater, FL
Location See "Remarks" Foreman B.B.
Completion DeWh To
Depth 16.5' Date 1/31/02 ater 5.5' Time Date 1/31/02
0::0:::
~ 0 zw~ STANDARD
u.. ..I OO-~ PENETRATION TEST
0 w
~ CD ..I SOIL DESCRIPTION 00::Z BLOWS/FT. ON 2" O.D.
~ :E 0- 3:ww
0- >- :E 0~0- SAMPLER-140 LB.
w 0 <( ..I:ED:: HAMMER, 30" DROP
0 0 CD <(0
SURF. EL: 0= 10 20 40 6080
cg
0 ~ 1'-.4" Asohalt Pavement
f\ 10" Limerock Base
Brown Fine SAND (SP)
. .......
.. ...... Licht brown Fine SAND (SP)
Light gray Fine SAND (SP)
5
.. ......
Loose to medium dense light gray to gray 2/4/6
Fine SAND (SP) ~
.. ...... - dark gray at depth 8.0'
..... .. 4/9/15 '-
10
10/13/13 .
........ '"
ioi::: : Dense to very dense dark brown Fine SAND 7/15/29 .
;-~;i!'~ with trace of finely divided organic material \.
(SP)
15 ~;:;:'; \.
::: :,,: 26/36/46
20
25
30
Remarks Location: Myrtle Ave.; Sta. 19+67; Offset 15' Left of Baseline Construction
Borehole Grouted Casing Length
DRIGGERS
ENGINEERING SERVICES
I
INCORPORATED I
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Project No. DES 014332 BORING NO. B-22
Project Myrtle Avenue Utility Upgrade & Pavement Reconstruction, Clearwater, FL
Location See "Remarks" Foreman B.B.
Completion DeWh To
Depth 16.5' Date 1/31/02 ater 6.2' Time Date 1/31/02
~~
I- C/) zWI- STANDARD
LL ..J OQ.~ PENETRATION TEST
0 W
J: m ..J SOIL DESCRIPTION C/)~z BLOWS/FT. ON 2" 0.0.
I- :E Q. ~ww
Q. >- :E O~Q. SAMPLER-140 LB.
W C/) <( ..J:E~ HAMMER, 30" DROP
c C/) m<(O
SURF. EL: C/)= 10 20 40 6080
co
0 -= """\4" Asohalt Pavement
:'~:::': 9" Limerock Base
:::;~ Brown Fine SAND with trace of limestone
\fraaments lSP)
. ..... \Licht brown Fine SAND lSP)
. .....
5 \Tan Fine SAND CSP)
Light gray Fine SAND (SP)
. ..... Medium dense to loose light gray Fine SAND
........ 2/6/9 .
(SP) I
2/6/4 1/
........ "'"
10
!""::::':' Medium dense dark brown Fine SAND with trace 5/9/11 ""
. ::::.:: of finely divided organic material (SP)
f~;~~ '"
.....- Dense dark brown Fine SAND '-
,..,.. -:-: 9/13/18
-:.Q~''::
..... P.... with finely divided organic material (SP) \
~'=::=
15 ~:::::: Very dense dark brown Fine SAND with trace \
of finely divided organic material (SP)
'.:'~;~~ 14/22/35 ..
20
25
30
Remarks Location: Myrtle Ave.; Sta. 14+27; Offset 4' Right of Baseline Construction
Borehole Grouted Casing Length
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ENGINEERING SERVICES
Project No. DES 014332 BORING NO. B-23
Project Myrtle Avenue Utility Upgrade & Pavement Reconstruction, Clearwater, FL
Location See "Remarks" Foreman
Completion Depth To
Depth 16.5' Date 4/19/02 Water 4.4' Time
t:
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SOIL DESCRIPTION
SURF. EL:
o _ 9" Asohalt Pavement
"'....
~.~~:~ 8" Concrete Slab
~:m:.~! Dark grayish-brown slightly silty Fine SAND
~ h.(SP-SMf
~ !-\.Dark brown hiahlv oraanic SILT (Muck) (PO
.: Dark arav Fine SAND lSP)
.........~
\ Brown Fine SAND with finely divided organic
'..:. '.. "\\material (SP)
. " . . . \Dark aravish-brown Fine SAND (SP)
Medium dense gray to dark grayish-brown
Fine SAND (SP)
5
10/13/14
6/7/7
10
5/6/7
- grayish-brown at depth 12.0'
9/6/6
15
......
Medium dense dark grayish-brown silty Fine SAND
(SM)
5/5/6
20
25
30
INCORPORATED
B.B.
Date 4/19/02
STANDARD
PENETRATION TEST
BLOWS/FT. ON 2" O.D.
SAMPLER-140 LB.
HAMMER, 30" DROP
10 20 40 60 80
.
/
~
.
Remarks Location: Myrtle Ave.; Sta. 67+11; Offset 22' Right of Baseline Construction
Borehole Grouted Casing Length
DRIGGERS
I
ENGINEERING SERVICES INCORPORATED I
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Project No. DES 014332 BORING NO. B-24
Project Myrtle Avenue Utility Upgrade & Pavement Reconstruction, Clearwater, FL
Location See "Remarks" Foreman B.B.
Completion De~r To
Depth 16.5' Date 4/18/02 ater 5.2' Time Date 4/18/02
D::O:
I- 0 ZWI- STANDARD
u. ..J OD.~ PENETRATION TEST
0 W
:i a:I ..J SOIL DESCRIPTION 0D::Z BLOWS/FT. ON 2" 0.0.
I- :!: c. 3:ww
c. >- :!: O~D. SAMPLER-140 LB.
W 0 <( ..J:!:D:: HAMMER, 30" DROP
c 0 a:I<(O
SURF. EL: 0: 10 20 40 6080
cg
0 -- 8-1/2" Asohalt Pavement
,,6" Concrete Slab
---"- Dark brown Fine SAND with finely divided
. ..... oraanic material (SP)
.:,..'p.....
Dark aravish-brown Fine SAND (SP)
.... .. Dark arav oraanic Fine SAND (SP-SM)
5 Dark brown hiahlv oraanic SILT (Muck) CPt)
. .....
i.i.i:l:t: Dark arav Fine SAND (SP) 7/9/11
nJ:l.l: Grav Fine SAND (SP)
i tj:I:'I: / .
1:(,'.1"1: Medium dense dark grayish-brown
HEI:I: 7/9/7 "
l.f.3:1:1: to grayish-brown slightly silty Fine SAND
10 ~:flil:1~ (SP-SM) /
Loose brown Fine SAND (SP) 4/5/2 /
. ..... \
Itj':I:.I: Loose dark brown slightly silty Fine SAND 4/6/4
1:0:1"1:
Hl~'~'~ (SP-SM) /
15 Loose dark grayish-brown silty Fine SAND (SM) /
3/2/3 J
...
20
25
30
Remarks Location: Myrtle Ave.; Sta. 65+56; Offset 13' Right of Baseline Construction
Borehole Grouted Casing Length
I
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ENGINEERING SERVICES
INCORPORATED
Project No. DES 014332 BORING NO. B-25
Project Myrtle Avenue Utility Upgrade & Pavement Reconstruction, Clearwater, FL
Location See "Remarks" Foreman B.B.
Completion 4/18/02 Depth To 4/18/02
Depth 16.5' Date Water 5.0' Time Date
0::0::
l- (/) zWI- STANDARD
LL ..J OD-(/) PENETRATION TEST
0 W SOIL DESCRIPTION (/)o::z
:i m ..J BLOWS/FT. ON 2" 0.0.
I- :p: D- 3:ww
D- :p: oiiD- SAMPLER-140 LB.
W > <( ..J:p:0::
C (/) (/) m<(O HAMMER, 30" DROP
SURF. EL: (/)= 10 20 40 6080
cg
0 \3" Asohalt Pavement
. ..... \6" Concrete Slab
........
Liaht aray Fine SAND (SP)
. ..... Dark brown Fine SAND (SP)
. ..... Brown Fine SAND (SP)
5
. .....
.. tl:I:'I: Medium dense grayish-brown slightly silty 3/7/11 .
1:1:1:r s: Fine SAND (SP-SM) /
Pl:I:I:
.... .
. ..... Medium dense to dense brown and light brown 817/6 i
...... to light grayish-brown Fine SAND (SP) '\
10 . .....
. ..... \1
4/8/13
. ..... '\
. .....
. ..... 8/14/19 -.
. ..... I
........
Medium dense dark grayish-brown silty Fine SAND /
15 (SM) ~
9/8/8
... ...
20
25
30
Remarks Location: Myrtle Ave.; Sta. 63+94; Offset 22' Right of Baseline Construction
Borehole Grouted Casing Length
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DRIGGERS
ENGINEERING
SERVICES
Project No. DES 014332 BORING NO. B-26
Project Myrtle Avenue Utility Upgrade & Pavement Reconstruction, Clearwater, FL
Location See "Remarks" Foreman
Completion
Depth 16.5'
Date
4/19/02
Depth To
Water
Time
**
D::O:
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u. ..J Oc..U)
0 W SOIL DESCRIPTION U)D::z
:.: ..J
m c.. ~ww
I- ::E ::E
c.. > O~c..
W U) c:( ..J::ED::
C U) mc:(O
SURF. EL: U)=
CCl
0 _1\2-1/2" Asphalt Pavement
I.::~~; \. 12" Limerock Base
:::: ::; Dark brown Fine SAND with finely divided
c~ H organic material (SP)
. ..... Dark Qravish-brown Fine SAND (SP)
5 ~I~~ Dark brown Fine SAND with finely divided
::::3:-':
...... orQanic material (SP)
Dark grayish-brown silty Fine SAND (SM) 2/2/3
...... Light green sandy CLAY with dark brown
. .....
, "j ........ Fine SAND (CH/SP)
Loose to medium dense dark grayish-brown 4/8/8
10 to grayish-brown Fine SAND (SP)
Medium dense grayish-brown silty, 7/6/5
slightly clayey Fine SAND (SM)
3/5/9
15 Medium dense dark gray silty Fine SAND (SM)
3/6/6
, j
20
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25
30
B.B.
Date
4/19/02
STANDARD
PENETRATION TEST
BLOWS/FT. ON 2" O.D.
SAMPLER-140 LB.
HAMMER, 30" DROP
10 20 40 60 80
..
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Remarks Location: Myrtle Ave.; Sta. 62+32; Offset 4' Left of Baseline Construction
Borehole Grouted ** Groundwater not encountered within 6.0' Casing Length
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DRIGGERS
ENGINEERING SERVICES
IN CORPORA TED
Project No. DES 014332 BORING NO. B-2?
Project Myrtle Avenue Utility Upgrade & Pavement Reconstruction, Clearwater, FL
Location See "Remarks" Foreman B.B.
Completion 4/18/02 Depth To 4/18/02
Depth 16.5' Date Water 4.7' Time Date
0::0::: STANDARD
l- (/) zUJI-
u. ~ OD.~ PENETRATION TEST
0 UJ
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I- :E D. 3=UJUJ
D. > :E O~D. SAMPLER.140 LB.
UJ (/) c:r: ~:EO:: HAMMER, 30" DROP
c (/) a1c:r:O
SURF. EL: (/)= 10 20 40 6080
CD
0 4" Asohalt Pavement
":';':0: 6" Concrete Slab
. ..... Light gray Fine SAND with limerock fragments
. .....
.....'P...", SP)
.... .. Grayish-brown Fine SAND (SP)
5 I.r.i :1:1: Tan Fine SAND (SP)
~:f!il:1~ Dark Qray sliahtlv oraanic Fine SAND lSP)
Gray Fine SAND (SP) 1/1/2 .
Dark brown sliahtlv siltv Fine SAND eSP-SM)
\
Very loose to loose brown to grayish-brown
2/3/5 ~-
Fine SAND (SP)
...... /
10 r Loose dark grayish-brown to brown
5/3/2 ..
silty Fine SAND (SM)
. 3/3/3 .
15
2/2/3 III
20
25
30
Remarks Location: Myrtle Ave.; Sta. 59+32; Offset 8' Right of Baseline Construction
Borehole Grouted Casing Length
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DRIGGERS ENGINEERING SERVICES INCORPORATED I
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Project No. DES 014332 BORING NO. B-28
Project Myrtle Avenue Utility Upgrade & Pavement Reconstruction, Clearwater, FL
Location See "Remarks" Foreman B.B.
Completion Deroh To
Depth 16.5' Date 4/19/02 ater 6.1' Time Date 4/19/02
o::l:i STANDARD
J- en zwJ-
u.. ...J OD..~ PENETRATION TEST
0 w
:i m ...J SOIL DESCRIPTION eno::z BLOWS/FT. ON 2" 0.0.
J- ::::E D.. ~ww
D.. >- ::::E oiD.. SAMPLER-140 LB.
w en c( ...J::::EO:: HAMMER, 30" DROP
c en mc(O
SURF. EL: en: 10 20 40 6080
co
0 .. 8" Asphalt Pavement
.9'.._ 10" Concrete Slab
. . ~ Dark brown Fine SAND with pockets of clayey
.:7..
~ \Fine SAND lSP/SC)
.. Grayish-green sandy CLAY with dark brown
. .....
..... .... \\Fine SAND (CH/SP)
5 ~... ~'r:
l:'ir...: \Dark brown Fine SAND lSP)
:~ ::~
---- Very loose dark brown Fine SAND
.... ."." 2/1/1 .
,.......v
..~ ~.-: with finely divided organic material (SP)
~~E:E ""
~ Stiff to firm green to grayish-green 3/4/5 '\
~ sandy CLAY (CH)
10 :~
3/4/5
~ /
. .0 .
t.Q - very sandy at depth 12.0' 5/3/3 .
15 ~ Firm green CLAY (CH)
~ 3/3/4 .
20
25
30
Remarks Location: Myrtle Ave.; Sta. 53+95; Offset 4' Left of Baseline Construction
Borehole Grouted Casing Length
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Project No. DES 014332 BORING NO. B-29
Project Myrtle Avenue Utility Upgrade & Pavement Reconstruction, Clearwater, FL
Location See "Remarks" Foreman B.B.
Completion Det:]h To
Depth 4.2' * Date 4/19/02 ater Time Date
~ti STANDARD
t- 0 zwt-
LI. ..I W 00.0 PENETRATION TEST
:i 0 ..I SOIL DESCRIPTION 0D::Z
m 0. :=ww BLOWS/FT. ON 2" O.D.
t- :E
D. > ::E O~D. SAMPLER.140 LB.
w 0 c( ..I::ED:: HAMMER, 30" DROP
c 0 mc(O
SURF. EL: 0= 10 20 40 6080
CD
0 8" Asohalt Pavement
..~..
"'. 8" Concrete Slab
. ..... Dark orav Fine SAND (SP)
". .. Light grayish-brown Fine SAND (SP)
5
10
15
20
25
30
Remarks Location: Myrtle Ave.; Sta. 52+82; Offset 8' Left of Baseline Construction
* Could not penetrate below 4.2' due to buried concrete. Casing Length
-:
DRIGGERS
ENGINEERING SERVICES
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Project No. DES 014332 BORING NO. B-29A
Project Myrtle Avenue Utility Upgrade & Pavement Reconstruction, Clearwater, FL
Location See "Remarks" Foreman B.B.
Completion De~r To
Depth 7.0' * Date 4/19/02 ater 7.0' Time Date 4/19/02
~D:!
I- en ZLLlI- STANDARD
IL .J oc..~ PENETRATION TEST
0 LLI
:i 10 .J SOIL DESCRIPTION en~z BLOWS/FT. ON 2" 0.0.
I- :E c.. ;:LLILLI
c.. > :E o~c.. SAMPLER.140 LB.
LLI en < .J:E~ HAMMER, 30" DROP
a en 10<0
SURF. EL: en: 10 20 40 6080
U)
0 7" Asphalt Pavement
) :--. ';. 10" Concrete Slab
. ..... Licht cravish-brown Fine SAND (SP)
. ..... Grayish-brown Fine SAND (SP)
. ..... Light grayish-brown Fine SAND (SP)
5 ) :--. ';. 12" Concrete Slab
??17?? 7/4/0 .
10
15
20
25
30
Remarks Location: Myrtle Ave.; Sta. 52+63.5; Offset 8' Left of Baseline Construction
Borehole Grouted * Obstruction encountered at depth 7.0' Casing Length
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INCORPORA TED
DRIGGERS ENGINEERING SERVICES
Project No. DES 014332 BORING NO. B-30
Project Myrtle Avenue Utility Upgrade & Pavement Reconstruction, Clearwater, FL
Location See "Remarks" Foreman B.B,
Completion Deroh To
Depth 16.5' Date 4/18/02 ater ** Time Date 4/18/02
D:O::
t: 0 zUJI- STANDARD
..J 011.0 PENETRATION TEST
0 UJ SOIL DESCRIPTION 0D:Z
::i m ..J BLOWS/FT. ON 2" O.D.
I- :!E 11. ;:UJUJ
11. >- :!E 0~11. SAMPLER-140 LB.
UJ 0 <( ..J:!ED: HAMMER, 30" DROP
c 0 m<(O
SURF. EL: 0: 10 20 40 6080
CD
0 rJ! ""\.5-1/2" Asohalt Pavement I
0:::: : ,9" Limerock Base
.... .. Dark grayish-brown Fine SAND
. ..... with trace of Iimerock fragments (SP)
. .....
'.:;:: ';';
e~';'~ Dark gray slightly organic Fine SAND with roots
5 '%!~ (SP)
aii~
. ..... Medium dense to loose grayish-brown to gray 3/7/11 .
. .....
Fine SAND (SP) /
4/5/5 7
. ..... /
10 . ..... J
........ 4/3/4
.... " j
. .....
W~~I:: Very loose grayish-brown slightly silty 1/1/2 .
1:(1:1"1: Fine SAND (SP-SM)
HEI.:I:
l.r.):I:l:
,'rD.':
15 i ti:r:'I:
l:,,'J"I : 2/2/2 It
qgl::I~
20
25
30
Remarks Location: Myrtle Ave.; Sta. 44+99; Offset 7' Right of Baseline Construction
Borehole Grouted ** Groundwater not encountered within 6.0' Casing Length
DRIGGERS
ENGINEERING SERVICES
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Project No. DES 014332 BORING NO. B-31
Project Myrtle Avenue Utility Upgrade & Pavement Reconstruction, Clearwater, FL
Location See "Remarks" Foreman B.B.
Completion Deroh To
Depth 16.5' Date 4/18/02 ater ** Time Date 4/18/02
0::0::
t: en zWI- STANDARD
...J OD.CI:! PENETRATION TEST
0 W
...J SOIL DESCRIPTION eno::z
:J: m D. ~ww BLOWS/FT. ON 2" 0.0.
I- :E
D. >- :E oiiD. SAMPLER-140 LB.
W en <( ...J:EO:: HAMMER, 30" DROP
Q 0 m<(O
SURF. EL: en= 10 20 40 6080
CD
0 7" Asohalt Pavement
,,~~V& 7" Limerock Base
~ark brown Fine SAND with asphalt fragments
........ nd trace of Iimerock fraaments (SP)
.... '0 Gravish-brown Fine SAND (SP)
p.:~~ Dark brown Fine SAND with asphalt fragments
5 I h..:.,:' . IISP)
1:)',::: .:
.... .. Grayish-brown Fine SAND with Iimerock fragments
. ..... 2/3/5 .
'.:::: 'j,: \(SP) \
Loose dark grayish-brown Fine SAND ~
with trace of Iimerock fraaments (SP) 11/5/6
10 Medium dense dark Qrav Fine SAND (SP) /
n;;I:',; Very loose brown slightly silty Fine SAND 2/212 ./
l:~' :1'1: (SP-SM)
~ i 1:'~:
;;:: :
........ Loose brown Fine SAND (SP) 2/2/3
15 . .....
2/2/3
. .....
20
25
30
Remarks Location: Myrtle Ave,; Sta, 43+27; Offset 7' Right of Baseline Construction
Borehole Grouted ** Groundwater not encountered within 6.0' Casing Length
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ENGINEERING SERVICES
INCORPORA TED
Project No. DES 014332 BORING NO. B-32
Project Myrtle Avenue Utility Upgrade & Pavement Reconstruction, Clearwater, FL
Location See "Remarks" Foreman B.B.
Completion 4/18/02 Depth To 4/18/02
Depth 16.5' Date Water 5.8' Time Date
D:~ STANDARD
I- m zWI-
LL. ..J oD.~ PENETRATION TEST
0 W
..J SOIL DESCRIPTION mD:z
J: m D. ;:ww BLOWS/FT. ON 2" 0.0.
I- :E
D. >- :E oiD. SAMPLER-140 LB.
W m c( ..J:ED: HAMMER, 30" DROP
c m mc(O
SURF. EL: m= 10 20 40 6080
CD
0 . ,4-1/2" Asphalt Pavement
"'.::-: ,9" Limerock Base
::~:~ Dark brown Fine SAND with limerock fragments
r;,;:r-. fSP)
.... .. Dark aray Fine SAND lSP)
. .....
. .....
l'U:':': Brown slightly silty Fine SAND (SP-SM)
5 I .r.P:l:
~. t J :,.):
. ;;:,:,:
.... .. Loose to medium dense brown to light brown 2/4/5 .
. .....
Fine SAND (SP)
. .....
. .....
2/3/4 ~
. .....
10 ~
2/2/3
. .....
...... ~
. ..... 2/2/5
..... .. \
15 . ..... \
4/6/7 \
. .....
. .....
20
25
30
Remarks Location: Myrtle Ave.; Sta. 34+06; Offset 16' Right of Baseline Construction
Borehole Grouted Casing Length
DRIGGERS
ENGINEERING SERVICES
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Project No. DES 014332 BORING NO. B-33
Project Jones Street Utility Upgrade & Pavement Reconstruction, Clearwater, FL
Location See "Remarks" Foreman B.B.
Completion DeWh To 4/22/02
Depth 16.5' Date 4/22/02 ater 5.2' Time Date
a: Ii STANDARD
t: (I) zUJI-
..J oD.~ PENETRATION TEST
0 UJ
:i m ..J SOIL DESCRIPTION (l)a:z BLOWS/FT. ON 2" 0.0.
I- :e D. 3:UJUJ
D. >- :iE o~D. SAMPLER.140 LB.
w (I) c( ..J:iEa: HAMMER, 30" DROP
c (I) mc(O
SURF. EL: (1)= 10 20 40 6080
cg
0 !-P"v:..,: \4" Asohalt Pavement
..... 7" Limerock Base
>::r1;
~-:: Dark brown Fine SAND with asphalt fragments
:~~i: \(SP)
.... - Dark brown oraanic Fine SAND with shell eSP-SM)
.... ...,
~......w
5 II Dark gray Fine SAND with finely divided
oraanic material (SP)
i.i.i:l:l: Dark Qrav siltv Fine SAND eSM) 4/2/2 .
nJ:t.l: Dark grayish-brown silty Fine SAND with shell
it;:I:',:
:sfl:U: SM)
I' .l:I:I; Gray and dark gray to light brown Fine SAND 1/1/2 .j
l.r.):n: ""
10 ~:f!~~ IISP)
........ \ Very loose dark gray and brown to dark gray 3/4/7 ...
slightly silty Fine SAND (SP-SM) \
1- trace of shell at deoth 8.0' ~
Medium dense to loose light grayish-brown 7/7/6
Fine SAND (SP) 1/
........ /
.... ..
15 7
...... 3/2/3
20
25
30
Remarks Location: Jones Street; Sta. 219+19; Offset 9' Right of Baseline Construction
Borehole Grouted Casing Length
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DRIGGERS ENGINEERING SERVICES INCORPORATED
Project No. DES 014332 BORING NO. B-34
Project Jones Street Utility Upgrade & Pavement Reconstruction, Clearwater, FL
Location See "Remarks" Foreman
Completion Depth To
Depth 21.5' Date 4/22/02 Water 5.7' Time
t:
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SOIL DESCRIPTION
SURF. EL:
. \3-1/2" Asohalt Pavement
.::::..~ ""\10" Limerock Base
..... Tan Fine SAND (SP)
. .. .' . Light brown Fine SAND (SP)
o
5
~
10 ~
:/~
~
~/
15 ~
~
20 ~
25
30
Medium dense gray silty,
slightly clayey Fine SAND (SM)
Very stiff to stiff green sandy CLAY (CH)
Firm green CLAY (CH)
Very stiff green brittle CLAY (CH)
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O~e.
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4/10/11
5/9/8
5/7/6
3/3/4
9/8/7
10/10/17
B.B.
Date 4/22/02
STANDARD
PENETRATION TEST
BLOWS/FT. ON 2" 0.0.
SAMPLER-140 LB.
HAMMER, 30" DROP
10 20 40 60 80
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Remarks Location: Jones Street; Sta. 215+10; Offset 9' Right of Baseline Construction
Borehole Grouted Casing Length
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Project No. DES 014332 BORING NO. B-35
Project Jones Street Utility Upgrade & Pavement Reconstruction, Clearwater, FL
Location See "Remarks" Foreman B.B.
Completion Deroh To
Depth 22.9' Date 4/22/02 ater ** Time Date 4/22/02
0::0:: STANDARD
li: en zWI-
...J Oa.~ PENETRATION TEST
0 W
:i' m ...J SOIL DESCRIPTION eno::z BLOWS/FT. ON 2" 0.0.
I- :E a. 3:ww
a. > :E O~a. SAMPLER-140 LB.
W en c( ...J:EO:: HAMMER, 30" DROP
c en mc(O
SURF. EL: en: 10 20 40 6080
CD
0 . 1'"\3" Asohalt Pavement
~.. .. \6" Limerock Base
'y," ~ ~ Brown silty Fine SAND and clayey Fine SAND
[;ZOO ..
:,r." :: (SM/SC)
.... ..
Green CLAY lCHT
. ..... \Brown Fine SAND lSP)
5 ~;~
/~:': \Brown Fine SAND with asohalt fragments (SP)
~ Light green CLAY with seams of brown Fine SAND 2/2/3 .
CH/SP) '\
,Firm Iiaht areen CLAY (CH)
4/4/6 \
Loose light grayish-brown Fine SAND (SP) /
10 . .....
Loose grayish-brown Fine SAND 2/2/3 I
.. with seams of green CLAY (SP/CH)
:'; ~
Very loose grayish-brown Fine SAND (SP) 2/2/2 II
. .....
15 ~ Firm light green CLAY (CH)
~ 2/2/3 ...
\
~ \
~ Stiff green brittle CLAY (CH)
20 1\
~ 3/6/7 ~
--- t--
~ Hard green cemented CLAY (CH) --
-L 21/50* * 0.4' Penetration
25
30
Remarks Location: Jones Street; Sta. 210+01; Offset 7' Right of Baseline Construction
Borehole Grouted ** Groundwater not encountered within 6.0' Casing Length
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DRIGGERS
ENGINEERING SERVICES
INCORPORATED
Project No. DES 014332 BORING NO. B-36
Project Jones Street Utility Upgrade & Pavement Reconstruction, Clearwater, FL
Location See "Remarks" Foreman
Completion
Depth 26.5'
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Date
4/22/02
Depth To
Water
Time
**
SOIL DESCRIPTION
0::0::
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3:;ww
oia..
...1:,E0::
m<cO
UJ=
CD
SURF. EL:
o 113-1/2" Asphalt Pavement
. : 7" Limerock Base
:'.~~) ;'.~ Light gray Fine SAND with shell and asphalt
~ ~ i i:: ~ fragments (SP)
:,::::.: Light grayish-brown Fine SAND (SP)
. .....
.... ..
5
. ,
. ,
.....
10
~
:-<: w:
::V::?:;
:~:?:
:v,:v. :i
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:.;.:~:"
~..: :
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, ,
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f' i; :1:1:
" '~':I:I:
20 Ft":I',:
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("I:i:I:):
f,tl:I',I:
; ~ ~ :1: I:
i.:rj ;1',1;
15
25
"
30
Medium dense to loose light brown and brown
to brown Fine SAND (SP)
5/6/7
B.B.
Date 4/22/02
STANDARD
PENETRATION TEST
BLOWS/FT. ON 2" 0.0.
SAMPLER.140 LB.
HAMMER, 30" DROP
10 20 40 60 80
.
1/
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/
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7
~
""'-
"'.
/
/
/
7
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Remarks Location: Jones Street; Sta, 204+52; Offset 10' Right of Baseline Construction
Borehole Grouted ** Groundwater not encountered within 6.0' Casing Length
4/4/4
Very loose brown and light brown to brown
Fine SAND with shell fragments (SP)
2/1/2
1/0/0
Medium dense grayish-brown Fine SAND
with trace of shell fragments (SP)
4/7/11
Medium dense grayish-brown slightly silty
Fine SAND (SP-SM)
7/10/10
Loose dark brown silty Fine SAND (SM)
5/3/6
HAND AUGER BORING LOGS
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DRIGGERS
ENGINEERING
SERVICES
INCORPORATED
PROJECT:
TECHNICIAN:
LOCATION:
ELEV.
(FT)
HAND AUGER BORING LOG
CLIENT:
WATER TABLE:
See "Note"
DATE:
J.D.lS.E.
1/28/02
TEST NUMBER:
HA-1
See "Remarks"
DESCRIPTION
DEPTH
(FT)
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REMARKS
4-1/2" Limerock Base
Location: Myrtle Avenue;
Sta. 136+06; Offset 16' Left
of Baseline Construction
7-1/2" Asphalt Pavement
Light gray Fine SAND (SP)
1
. . .-
. . .-
.. ...
. . .-
. . .0
.. ...
. . .-
. . .0
2
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o. .0
.. ...
. . .-
o. .0
Light brown Fine SAND (SP)
. . .-
o. .0
3
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o. .0
.. ...
. . ."
o. .0
.. ...
. . .-
o. .0
4
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o. .0
.. ...
. . .-
o. .0
. . .-
o. .0
5
.. ...
. . .-
o. .0
. . .-
o. .0
. . .-
o. .0
6
.' .
. . .0
Note: Groundwater not encountered
within depth of 6.0'.
7
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DRIGGERS
IN CORPORA TED
ENGINEERING
SERVICES
HAND AUGER BORING LOG
PROJECT: Myru_e f\venue ulIIny upgraae CLIENT:
and Pavement Reconstruction Camp, Dresser & McKee, Inc.
Clearwater, Florida WATER TABLE: I DATE:
Proiect No.: DES 014332 See "Note" 1/28/02
TECHNICIAN: DATE: I COMPLETION DEPTH:
J.D.lS.E. 1/28/02 6.0'
LOCATION: TEST NUMBER:
See "Remarks" HA-2
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ELEV. DEPTH 0
DESCRIPTION In REMARKS
(FT) (FT) :&
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CI)
6" Asphalt Pavement 0 Location: Myrtle Avenue;
Sta. 134+41; Offset 18' Right
of Baseline Construction
6" Limerock Base · o.
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o~oo
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......
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.... ..
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.......
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.... ..
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Tan and light gray Fine SAND (SP) . . , .
, .
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. .
. .
. .
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, .
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. .
, .
4 ..
Tan Fine SAND (SP) . . . .
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. .
,.
. . , .
. .
. .
..
. . . ,
. .
. .
..
5 . .
. . . ,
. .
. .
Light brown Fine SAND (SP) ..
..
. ,
..
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6 Note: Groundwater not encountered
within depth of 6.0',
7
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DRIGGERS
ENGINEERING
SERVICES
INCORPORATED
HAND AUGER BORING LOG
PROJECT: Myrtle Avenue Utility upgraae CLIENT: Camp, Dresser & McKee, Inc.
and Pavement Reconstruction
Clearwater, Florida WATER TABLE: I DATE:
Proiect No,: DES 014332 See "Note" 1/28/02
TECHNICIAN: DATE: I COMPLETION DEPTH:
J.D.lS.E. 1/28/02 6.0'
LOCATION: TEST NUMBER:
See "Remarks" HA-3
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ELEV. DEPTH 0
DESCRIPTION III REMARKS
(FT) (FT) :IE
)0-
Il)
2-3/4" Asphalt Pavement 0 Location: Myrtle Avenue;
4-1/4" Limerock Base " /) Sta. 132+76; Offset 9' Left
~~ of Baseline Construction
, 'd'
Tan Fine SAND (SP) . . . .
. .
. .
.,
1 . . . .
. .
. .
..
..
. . . .
. .
. .
.. ..
. . . .
. .
. .
..
..
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2 . .
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..
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3 . .
. .
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. .
. . . .
4 . .
. .
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. .
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. . . .
. . ..
. .
.. . .
..
. . . .
. .
5 . .
. .
. . . .
. .
. .
. .
..
. . . .
. . ..
. . :
. .
. . . .
. .
. .
6 . .
Note: Groundwater not encountered
within depth of 6.0'.
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DRIGGERS
ENGINEERING
SERVICES
IN CORPORA TED
HAND AUGER BORING LOG
PROJECT: Myrtle AvenueUliIitYUpgrade CLIENT: Camo, Dresser & McKee, Inc.
and Pavement Reconstruction
Clearwater, Florida WATER TABLE: I DATE:
Proiect No.: DES 014332 See "Note" 1/20/02
TECHNICIAN: DATE: I COMPLETION DEPTH:
J.D.lS.E. 1/20/02 3.5'.
LOCATION: TEST NUMBER:
See "Remarks" HA-4
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ELEV. DEPTH 0
DESCRIPTION a:I REMARKS
(FT) (FT) :IE
>-
-. In
3-1/2" Asphalt Pavement 0 Location: Myrtle Avenue;
",0.. 0 Sta. 129+33; Offset 21' Right
6-1/2" Limerock Base D';J.&p of Baseline Construction
oQ~.
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o co.-
Light brown Fine SAND (SP) ..0. ..
. ...0
1 . .0,_
......
.... .
. -0...
. .0. ..
0..0_
000."
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~ * Could not penetrate below depth 3.5'
due to buried pipe.
4 Note: Groundwater not encountered
within depth of 3.5'.
5
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DRIGGERS
ENGINEERING SERVICES
INCORPORATED
HAND AUGER BORING LOG
PROJECT: Myrtle Avenue Utility upgraae CLIENT:
and Pavement Reconstruction Camp, Dresser & McKee, Inc.
Clearwater, Florida WATER TABLE: I DATE:
Project No.: DES 014332 See "Note" 1/20/02
TECHNICIAN: DATE: I COMPLETION DEPTH:
J.D.lS.E. 1/20/02 6.0'
LOCATION: TEST NUMBER:
See "Remarks" HA-4A
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ELEV. DEPTH 0
DESCRIPTION al REMARKS
(FT) (FT) ~
rn
3-1/4" Asphalt Pavement 0 Location: Myrtle Avenue;
2-3/4" Limerock Base ~..~. Sta. 129+33; Offset 19' Right
0". of Baseline Construction
Light gray Fine SAND (SP) . -....
.... ..
. .. o.
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o. .' .
1 . . .'
.'
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. . . .
. .
.. 00
..
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. .
.. ..
. . . .
. .
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Light yellowish-brown Fine SAND (SP) . . . .
. .
. .
.. . .
. . . .
. .
. .
.. ..
. .
. . . .
. .
. .
. .
3 . . . .
. .
.. . .
..
. . . .
. .
. .
..
. . . .
. .
. .
..
..
4 . . . .
. .
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. . . .
. .
. .
..
00
o. . .
. . ..
. .
. .
5 . .
..
..
o'
. .
Tan Fine SAND (SP)
. .
. .
6 Note: Groundwater not encountered
within depth of 6.0'.
7
DRIGGERS
ENGINEERING
SERVICES
IN CORPORA TED
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HAND AUGER BORING LOG
PROJECT: Myrt~e Avenue Utility upgraae CLIENT: Camp. Dresser & McKee, Inc.
and Pavement Reconstruction
Clearwater, Florida WATER TABLE: I DATE:
Proiect No.: DES 014332 See "Nate" 1/28/02
TECHNICIAN: DATE: I COMPLETION DEPTH:
J,D.lS,E. 1/28/02 6.0'
LOCATION: TEST NUMBER:
See "Remarks. HA-5
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ELEV, DEPTH 0
DESCRIPTION m REMARKS
(FT) (FT) ::E
>-
U)
1-3/4" Asohalt Pavement 0 Location: Myrtle Avenue;
8-1/4" Limerock Base 1lo~ ~ Sta, 127+64; Offset 20' Left
O(t00
0.0 . of Baseline Construction
,,~o"
6.0"
~9~
0
Brown Fine SAND (SP) : .'
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: " ,
5 "
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: " ,
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: ' .
" ,
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: ' ,
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6 "
Note: Groundwater not encountered
within depth of 6,0',
7
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DRIGGERS
ENGINEERING
SERVICES
INCORPORATED
HAND AUGER BORING LOG
PROJECT: Myrtle Avenue uullty upgrade CLIENT:
and Pavement Reconstruction Camp, Dresser & McKee, Inc.
Clearwater, Florida WATER TABLE: I DATE:
Proiect No.: DES 014332 See "Note" 1/28/02
TECHNICIAN: DATE: I COMPLETION DEPTH:
J.D.lS.E. 1/28/02 6.0'
LOCATION: TEST NUMBER:
See "Remarks" HA-6
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ELEV. DEPTH 0
DESCRIPTION IX! REMARKS
(FT) (FT) ::IE
>-
lI)
3-1/2" Asphalt Pavement 0 Location: Myrtle Avenue;
6-1/2" Limerock Base o~.. Sta. 125+47; Offset 14' Right
~ .. of Baseline Construction
oov 0
eo":
000
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Dark brown Fine SAND . .-. ..
1 : E~:: .
with trace of gray silty Fine SAND (SP) ..... .
.... ..
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.... ..
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. .-.-
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.... ..
. ...-
Gray Fine SAND (SP) 2 ' . :
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. . . .
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Brown Fine SAND (SP) 3 . . . .
. .
, ,
, .
. .
. , . .
, .
, .
.. ..
, . . .
. .
. .
Brown and reddish-brown Fine SAND . .
.~ . .
with trace of hardpan (SP) 4 . . . .
. .
. ,
.. ~
. . . .
. .
. ,
A . .
. . . .
. .
. .
..
5 .. .
. . . .
.. ..
Reddish-brown Fine SAND (SP) . . . .
. .
. .
. .
..
. , . ,
. .
. ,
.. . ,
. . . .
. .
6 Note: Groundwater not encountered
within depth of 6.0',
7
DRIGGERS
ENGINEERING
SERVICES
INCORPORATED
I
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HAND AUGER BORING LOG
PROJECT: Myrtle ....venue Utility upgrade CLIENT: Camo, Dresser & McKee, Inc.
and Pavement Reconstruction
Clearwater, Florida WATER TABLE: I DATE:
Proiect No.: DES 014332 See "Note" 1/28/02
TECHNICIAN: DATE: 1 COMPLETION DEPTH:
J.D.lS.E. 1/28/02 6.0'
LOCATION: TEST NUMBER:
See "Remarks" HA-7
....
ELEV. DEPTH 0
DESCRIPTION m REMARKS
(FT) (FT) ::E
>-
II)
3-1/2" Asphalt Pavement 0 Location: Myrtle Avenue;
Sta. 122+28; Offset 5' Left
8-1/2" Limerock Base ~~~ of Baseline Construction
ot!So!
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with trace of shell fragments (SP) ..... .
..... .
. .', ..
. "' I-
"100_
......
::::v.
. .-. ..
0.. ._
0.0._
......
2 . "0...
v....
. . 0-
0.1._
..... .
..... .
.. "0..
".. 0'
01000
::'. '.v
..... .
. 0" "'
0.10'
0100"
......
. "0...
3 v....
. .0'
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......
..... .
. .0, "'
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"00 I"
::: '.v
. "0...
II "0...
. .1 I_
110 I"
......
:v:: :.
11"0 II
4 . II"
Tan Fine SAND (SP) . .
: . .
:
. .
: . .
. .
. .
5 :
. .
: . .
. .
: . .
. .
. .
6 Note: Groundwater not encountered
within depth of 6.0'.
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DRIGGERS
INCORPORATED
ENGINEERING
SERVICES
HAND AUGER BORING LOG
PROJECT: Myrtle Avenue Utility upgraae CLIENT:
and Pavement Reconstruction Camo, Dresser & McKee, Inc.
Clearwater, Florida WATER TABLE: I DATE:
Proiect No.: DES 014332 See "Note" 1/28/02
TECHNICIAN: DATE: 1 COMPLETION DEPTH:
J.D.lS.E. 1/28/02 6.0'
LOCATION: TEST NUMBER:
See "Remarks" HA-8
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ELEV. DEPTH 0
DESCRIPTION a:I REMARKS
(FT) (FT) ::E
>-
U)
3-1/2" Asphalt Pavement 0 Location: Myrtle Avenue;
'b~cf Sta. 120+62; Offset 8' Right
7-1/2" Limerock Base of Baseline Construction
<>0 · a
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O. J-o
ellQoOf?"
000 !!O
Gray Fine SAND (SP) 1 . ...-
.. .-.-
... ...
........ ..
.... ..
.. ....
.. .0._
......
........ ..
.... ..
.. ...-
0.. ._
......
......... ..
.. ... ..
Light gray Fine SAND (SP) 2 .. eo......
.. ....
.. .e._
......
.... ..
.. eo......
.... ..
.. ......
.. ...-
..... ..
.. -.......
.. .-. ..
.. ...-
.. .0._
......
3 .. -.......
.... ..
: ::::
..... ..
.. ... ..
.."0.... ..
.. ... ..
.. ....
.. ......
......
Light brown Fine SAND (SP) . " . .
, "
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4 . ..
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5 ' .'
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, " :
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, "
6 ' "
Note: Groundwater not encountered
within depth of 6.0',
7
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ENGINEERING
SERVICES
HAND AUGER BORING LOG
PROJECT: Myrne Avenue uullty upgraae CLIENT:
and Pavement Reconstruction Camp, Dresser & McKee, Inc.
Clearwater, Florida WATER TABLE: I DATE:
Project No.: DES 014332 See "Note" 1/28/02
TECHNICIAN: DATE: I COMPLETION DEPTH:
J.D.lS.E. 1/28/02 6.0'
LOCATION: TEST NUMBER:
See "Remarks" HA-9
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ELEV, DEPTH 0
DESCRIPTION lEI REMARKS
(FT) (FT) :E
>
U)
3-1/4" Asphalt Pavement 0 Location: Myrtle Avenue;
8-3/4" Limerock Base Sta, 117+15; Offset 13'Left
o 0 of Baseline Construction
i 0..0 c4
"o'ioQ
.0..0.
o 0 0_,
ofP..o..
1 ciil, .
Light brown Fine SAND .. "0 II
:a: ::
with trace of limestone fragments (SP) ......
. "0...
II "0 "'
"I' 0"
I I" I"
::', ',Ill'
I.... .
.... ..
I II I"
"10."
'" ...
.... .
2 ,:~: : ,: :
. I" I-
..... .
. "0...
.... II
: ::,:
..... .
..... .
II "0 I.
I II I_
"10 I_
......
,0;: : :,
3 .... ..
1.0 I"
"10 o.
'.. ...
,:::: p:
. 10 I-
......
.... .
. "0...
.... I.
I .. II
. .0 : : ,
.... "'
.1 "0 II
4 . 1..-
Brown Fine SAND (SP) :
"
, ,
Light brown and brown Fine SAND (SP) "
: , ,
5 "
, ,
:
..
, ,
"
Light brown Fine SAND (SP) :
..
, ,
6 :
Note: Groundwater not encountered
within depth of 6.0'.
7
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DRIGGERS
ENGINEERING
SERVICES . INCORPORATED
HAND AUGER BORING LOG
PROJECT: ' Myrtle Avenue Utlllty upgrade CLIENT: Camo. Dresser & McKee, Inc.
and Pavement Reconstruction
Clearwater, Florida WATER TABLE: I DATE:
Proiect No.: DES 014332 See "Note" 1/28/02
TECHNICIAN: DATE: I COMPLETION DEPTH:
J.D.lS.E. 1/28/02 6.0'
LOCATION: TEST. NUMBER:
See "Remarks. HA-10
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ELEV, DEPTH 0
DESCRIPTION CD REMARKS
(FT) (FT) :E
>-
II)
4" Asphalt Pavement 0 Location: Myrtle Avenue;
Sta, 115+51; Offset 7' Left
6" Limerock Base J! ~.. of Baseline Construction
0..1> 9
Oo!os
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Brown slightly silty Fine SAND '.I';': t r,
1 :p:,: ~ j
with trace of limestone fragments .i ;1; t 'I:
(SP-SM) " :,: t (
'r~:t';:
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:, :,: ~ 1
......
,1 :,: r. l'
2 :1 =': ~ f
r ", t ':
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Light brown Fine SAND (SP) , ..
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, " . ,
: ::
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. '. . .
, .'
6 ' ..
Note: Groundwater not encountered
within depth of 6.0',
7
DRIGGERS
ENGINEERING
SERVICES
INCORPORATED
I
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-=I~~i
HAND AUGER BORING LOG
PROJECT: MYrtle f\venue uunry upgraae CLIENT: Camp, Dresser & McKee, Inc.
and Pavement Reconstruction
Clearwater, Florida WATER TABLE: I DATE:
Project No.: DES 014332 See "Note" 1/28/02
TECHNICIAN: DATE: I COMPLETION DEPTH:
J.D.JS.E. 1/28/02 6.0'
LOCATION: TEST NUMBER:
See "Remarks" HA-11
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ELEV, DEPTH 0
DESCRIPTION aI REMARKS
(FT) (FT) ::E
>
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3-1/2" Asphalt Pavement 0 Location: Myrtle Avenue;
Sta. 112+00; Offset 5' Right
4-1/2" Limerock Base ~el.J of Baseline Construction
~~l,)~
00 ,,_
Brown Fine SAND with trace ........ ..
:0,:',: .
of limestone and asphalt fragments (SP) .. ...-
......
1 :.:: :f:
.. ....
... ...
.. -.......
:':: ':9'
......
.... ..
;'~ ~;.:
......
2 ........ ..
.... ..
.. ...-
.. ....
:9". : . :
........ ..
.... ..
.. ....
.. ....
,::~'.:.
.... ..
.. ....
.. .-.-
......
3 '::::0::
.. ...-
.. .-..
... ...
:.::~ :
.. ...-
......
::~:.: :
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......
........ ..
4 .... ..
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Brown and light brown Fine SAND (SP) , ,
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6 .. Groundwater not encountered
Note:
within depth of 6.0'.
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HAND AUGER BORING LOG
PROJECT: Myrtle Avenue-Utility upgraoe CLIENT: Camp, Dresser & McKee, Inc.
and Pavement Reconstruction
Clearwater. Florida WATER TABLE: I DATE:
Proiect No.: DES 014332 See "Note" 1/28/02
TECHNICIAN: DATE: I COMPLETION DEPTH:
J.D.lS.E. 1/28/02 6.0'
LOCATION: TEST NUMBER:
See "Remarks" HA-12
-I
ELEV. DEPTH 0
DESCRIPTION !Xl REMARKS
(FT) (FT) ::iii
>-
II)
3-1/2" Asphalt Pavement 0 Location: Myrtle Avenue;
Sta. 110+30; Offset 5' Left
6-1/2" Limerock Base ~ ~~ of Baseline Construction
o~~~
SO:
Brown Fine SAND .. ....
1 ',::: A
with trace of limestone fragments (SP) ........ ..
.... ....
.. ...-
000."
......
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:'Q:::' .
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........ ..
.... ....
.. ....
.. .. o.
2 ......
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Light brown Fine SAND (SP) : ::::
..... ..
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.. .-..
3 ..... ..
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.. ...-
..... ..
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......
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..... ..
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.... ....
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.. ..."
......
5 ..... ..
........ ..
.... ..
Light grayish-brown Fine SAND (SP) . ,
, ,
. .
, ,
: , ,
6 Note: Groundwater not encountered
within depth of 6.0',
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DRIGGERS
ENGINEERING
SERVICES
IN CORPORA TED
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HAND AUGER BORING LOG
PROJECT: Myrtle Avenue utility upgraae CLIENT:
and Pavement Reconstruction Camo, Dresser & McKee, Inc.
Clearwater, Florida WATER TABLE: I DATE:
Proiect No.: DES 014332 See "Note" 1/28/02
TECHNICIAN: DATE: I COMPLETION DEPTH:
J.D./S.E. 1/28/02 6.0'
LOCATION: TEST NUMBER:
See "Remarks" HAc13
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ELEV. DEPTH 0
DESCRIPTION lD REMARKS
(FT) (FT) ~
rn
3-1/2" Asphalt Pavement 0 Location: Myrtle Avenue;
8-1/2" Limerock Base Sta. 106+99; Offset 6' Right
a.Oc.3- of Baseline Construction
P.OIl)
R gOD
" .
;"cf)>
1 ~&tf, 3
Brown Fine SAND .. -.......
:(1:'.: .
with trace of limestone fragments (SP) .. 00._
......
.. 00......
..00..
: .:: :!>.
.... ..
.. 00......
.... ..
0.0 o.
000._
......
2 ::0: :.
.... ..
00. o.
000."
Brown Fine SAND (SP) .... o.
0'0 o'
0000_
...... ..
.... ..
......... ..
.... ..
.. ...-
.. .-.-
......
........ .
.... ..
3 .. .....
.. .0,_
......
.... ..
......... ..
.... ..
.. ...-
.. .0."
......
......... .
.... ..
.. ..."
.. .".-
......
.. -.......
..". ..
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4 .. ."."
Light brown Fine SAND (SP) .. ..0-
. .0,_
......
.... ..
.. "......
.. o. ..
0.00_
0.0,_
...0...
.. eo.....
.... ..
.. ...-
.. .- ,-
......
.... .
..... .
5 .... ..
Tan Fine SAND (SP) . .
. .
..
..
. . . .
. .
. .
.. ..
. . . .
. .
. .
..
..
. . . .
6 .. ..
Note: Groundwater not encountered
within depth of 6.0'.
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DRIGGERS
ENGINEERING
SERVICES
IN CORPORA TED
HAND AUGER BORING LOG
PROJECT: Myrtle Avenue Utility upgraae CLIENT:
and Pavement Reconstruction Camp, Dresser & McKee, Inc.
Clearwater, Florida WATER TABLE: I DATE:
Proiect No.: DES 014332 See "Note" 1/28/02
TECHNICIAN: DATE: I COMPLETION DEPTH:
J.D.lS.E. 1/28102 6.0'
LOCATION: TEST NUMBER:
See "Remarks. HA-14
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ELEV. DEPTH 0
DESCRIPTION lD REMARKS
(FT) (FT) :&
>-
f/)
4" Asphalt Pavement 0 Location: Myrtle Avenue;
Sta. 105+32; Offset 16' Right
7" Limerock Base . of Baseline Construction
""'die
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o .lJ r1'.
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Brown Fine SAND 1 ......... ..
: :: ". f)'
with trace of limestone fragments (SP) .. ....-
......
.. ".......
.... ..
: ::::
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: ".:..:..
.. .-.-
......
2 : : : : ". :
.. ....
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......... ..
.... ..
.. ..."
.. .".-
......
.. ".......
.... ....
.. ....
'.<1.::.
.. ".......
3 .... ....
: ::::
Brown Fine SAND (SP) : : : : : :
.. ....
.. .-..
......
......... ..
.... ..
.. ..."
.. ..."
......
........ ..
.... ..
.. ..."
4 .. ....-
Light brown Fine SAND (SP) ::: ",,: ..
.. ."."
......
"0 : : : "" :
.. ..."
.. .....
......
........ ..
.... ..
.. .....
.. ."."
......
...... ..
5 .......... ..
.... ....
.. ...-
Brown Fine SAND (SP) .... ...
: ::::
......
..... .
.... ..
. ....
. ....
......
..... .
.... ..
. ....
Dark brown Fine SAND with trace 6 ......: ~.
of finelv divided oraanic material (SP) Note: Groundwater not encountered
within depth of 6.0'.
7
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DRIGGERS
ENGINEERING
SERVICES
IN CORPORA TED
HAND AUGER BORING LOG
PROJECT: MYllIe ....venue UDllty upgraoe CLIENT:
and Pavement Reconstruction Camp, Dresser & McKee, Inc.
Clearwater, Florida WATER TABLE: I DATE:
Proiect No.: DES 014332 5.8' 1/31/02
TECHNICIAN: DATE: I COMPLETION DEPTH:
B.B.lL.T. 1/31/02 6.0'
LOCATION: TEST NUMBER:
See "Remarks" HA-15
...I
ELEV, DEPTH 0
DESCRIPTION lJJ REMARKS
(FT) (FT) :IE
>
(I)
5" Asphalt Pavement 0 Location: Myrtle Avenue;
Sta, 102+53; Offset 12'Left
'8 cI'. :> of Baseline Construction
12" Limerock Base
-'" ~.. 3e
00 CI
01.0
00
1 '"a 00 "
tJ(t u 0
'0.
(ot)~.
"0 00
Grayish-brown slightly silty Fine SAND ", . .
:f:l: ~ i'
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2 'I'J' r r
Light tan Fine SAND (SP) ..... .
.... ..
. ....
. ....
......
.... .
..... .
.... ..
. ....
. ....
... ...
..... .
.... ..
. ....
. ....
......
3 ....0.
.... ..
. ....
. ....
". ...
..... .
.... ..
. ....
. ....
......
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.... ..
. ....
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......
4 ..... .
.... ..
. ....
. ....
......
.... .
..... .
.... ..
. ....
. ....
". ...
..... .
.... ..
. ....
. ....
Light grayish-brown Fine SAND (SP) : :
5 ' , ' ,
: ' ,
: :
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: ' ,
: :
, , "
: ' ,
:
Dark qravish-brown Fine SAND (SP) 6 :
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DRIGGERS
ENGINEERING
SERVICES
IN CORPORA TED
PROJECT:
HAND AUGER BORING LOG
CLIENT:
TECHNICIAN:
Myrtle Avenue utility upgraCle
and Pavement Reconstruction
Clearwater, Florida
Proiect No.: DES 014332
B.B.lL.T.
LOCATION:
See "Remarks"
ELEV.
(FT)
DESCRIPTION
5" Asphalt Pavement
9" Limerock Base
Dark grayish-brown silty Fine SAND
(SM)
Reddish-brown slightly silty Fine SAND
(SP-SM)
Light brown Fine SAND (SP)
WATER TABLE:
DATE:
Camo, Dresser & McKee, Inc.
I DATE:
4.3' 1/31/02
I COMPLETION DEPTH:
6.0'
1/31/02
TEST NUMBER:
DEPTH
(FT)
o
HA-16
....
o
ID
~
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REMARKS
Location: Myrtle Avenue;
Sta. 100+61; Offset 17' Left
of Baseline Construction
1
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PROJECT:
TECHNICIAN:
LOCATION:
ELEV.
(FT)
INCORPORA TED
MYl1le Avenue UUIlt}' upgraae
and Pavement Reconstruction
Clearwater, Florida
Project No.: DES 014332
J.D.
HAND AUGER BORING LOG
CLIENT:
WATER TABLE:
DATE:
Camp, Dresser & McKee, Inc.
I DATE:
5.2' 1/28/02
I COMPLETION DEPTH:
I 6.0'
1/28/02
TEST NUMBER:
See "Remarks'
HA-17
DESCRIPTION
DEPTH
(FT)
o
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>
U)
REMARKS
4" Asphalt Pavement
Location: Myrtle Avenue;
Sta. 97+02; Offset 4' Right
of Baseline Construction
7" Limerock Base
r$
~I
Dark brown silty Fine SAND
with trace of limestone fragments (SM)
1
2
.. .
.. .
Dark brown Fine SAND (SP)
: : ::
3
.. ."
. . .0
00
. . ."
o. 00
.. ."
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Brown Fine SAND (SP)
4
5
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DRIGGERS
ENGINEERING
SERVICES
INCORPORATED
HAND AUGER BORING LOG
PROJECT: Myrtle Avenue Utility upgraae CLIENT:
and Pavement Reconstruction Camp, Dresser & McKee, Inc.
Clearwater, Florida WATER TABLE: I DATE:
Proiect No.: DES 014332 5.1' 1/28/02
TECHNICIAN: DATE: I COMPLETION DEPTH:
J.D. 1/28/02 6.0'
LOCATION: TEST NUMBER:
See "Remarks" HA-18
oJ
ELEV. DEPTH 0
DESCRIPTION lD REMARKS
(FT) (FT) :E
>-
U)
4-1/2" Asphalt Pavement 0 Location: Myrtle Avenue;
Sta. 95+35; Offset 15' Right
7-1/2" Limerock Base CPiJj of Baseline Construction
600lQ .p
000.
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: 0: : .,.
with limestone fragments (SP) ..0.. .
~ti~:
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: . .
: :
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o.
: :
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: . .
:
. . ..
: . .
:
Light brown Fine SAND (SP) : . .
3 : :
. . ..
. .
. .
: :
. . ..
: . 0
: :
. . ..
: . .
4 :
. . ..
: . .
:
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: . .
:
. . ..
. .
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. . ..
. .
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: . .
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: :
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ENGINEERING
SERVICES
HAND AUGER BORING LOG
PROJECT: Myrtle Avenue Utility upgraae CLIENT:
and Pavement Reconstruction Camp, Dresser & McKee, Inc.
Clearwater, Florida WATER TABLE: I DATE:
Project No.: DES 014332 4.7' 1/31/02
TECHNICIAN: DATE: I COMPLETION DEPTH:
B.B.lL.T. 1/31/02 6.0'
LOCATION: TEST NUMBER:
See "Remarks" HA-19
-'
ELEV. DEPTH 0
DESCRIPTION al REMARKS
(FT) (FT) :&
)0-
Ct)
5" Asphalt Pavement 0 Location: Myrtle Avenue;
Sta. 86+24; Offset 5' Right
10" Limerock Base ..... of Baseline Construction
o,lo.9o
co II) (JS)
,,0. {1
1 ~ ",,0.
~ Ico :.
'000
600
Dark brown slightly silty Fine SAND :1 :1: , l
......
(SP-SM) .l:n t.
., '.1: L r
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'J:I:nl
Brown Fine SAND (SP) 2 . . . .
. .
.. ..
. . . .
. .
. . ..
.. . .
. .
. .
. .
.. ..
. . . .
3 . .
. .
.. ..
. . . .
. .
. .
.. ..
. . . .
. .
.. ..
Dark brown Fine SAND (SP) . . . .
. .
4 . .
.. ..
. . . .
. .
. . ..
. . . .
. .
. . ..
..
. . . .
. .
5 . .
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.. . .
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DRIGGERS
ENGINEERING
SERVICES
INCORPORATED
HAND AUGER BORING LOG
PROJECT: Myrtle Avenue uumy upgraae CLIENT: Camo, Dresser & McKee, Inc.
and Pavement Reconstruction
Clearwater, Florida WATER TABLE: I DATE:
Project No.: DES 014332 5.7' 1/31/02
TECHNICIAN: DATE: I COMPLETION DEPTH:
B.B.lL.T. 1/31/02 6.0'
LOCATION: TEST NUMBER:
See "Remarks" HA-20
..J
ELEV, DEPTH 0
DESCRIPTION lQ REMARKS
(FT) (FT) ==
)0-
m
5" Asphalt Pavement 0 Location: Myrtle Avenue;
Sta,84+66;Offset6'Left
of Baseline Construction
8" Limerock Base 80
o 0 ~Cl
.0 o~o
."O{)
1 .,.<'0 ~c
o"~4:>
Dark brown and gray slightly silty , ..,
'!ti': ~ ~:
Fine SAND with trace of limestone 'J :1: t II
fragments (SP-SM) :, :,: ~ 1
,;,:,: ~ 'l:
,1:1: t (
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2 "J:I: r t I
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Dark grayish-brown Fine SAND 6 :/:':..t : '
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DRIGGERS
PROJECT:
TECHNICIAN:
LOCATION:
ELEV.
(FT)
j
ENGINEERING SERVICES
INCORPORATED
M~e Avenue utility upgraae
and Pavement Reconstruction
Clearwater, Florida
Proiect No.: DES 014332
HAND AUGER BORING LOG
CLIENT:
Camp, Dresser & McKee, Inc,
WATER TABLE: I DATE:
See "Note" I 2/2/02
I COMPLETION DEPTH:
2/2/02 6.0'
TEST NUMBER:
B.B.lL.T,
DATE:
See "Remarks"
DESCRIPTION
DEPTH
(FT)
o
4-1/2" Asphalt Pavement
9-1/2" Limerock Base
Dark brown silty Fine SAND (SM)
Light brown Fine SAND (SP)
Light brown Fine SAND
with trace of hardpan (SP)
Dark brown Fine SAND (SP)
...I
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0000
0000
"'QO'
GO.rD
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2
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.. .
. ...-
000. .
......
..... .
.. .
, .
. 00..
3 '"
. 00...
.."0. .
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4
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..... .
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5
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0.0,_
......
. 00...
..'
. .. o'
000,.
".'"
. 00...
..'
. ..00
, .'
6
7
HA-21
REMARKS
Location: Myrtle Avenue;
Sta, 81 +39; Offset 15' Right
of Baseline Construction
Note: Groundwater not encountered
within depth of 6.0'.
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DRIGGERS
ENGINEERING
SERVICES
INCORPORATED
HAND AUGER BORING LOG
PROJECT: Myrne Avenue UUlltiUpgraae CLIENT:
and Pavement Reconstruction Camp, Dresser & McKee, Inc.
Clearwater, Florida WATER TABLE: I DATE:
Project No.: DES 014332 6.2' 2/2/02
TECHNICIAN: DATE: I COMPLETION DEPTH:
L.T. 2/2/02 6.2'
LOCATION: TEST NUMBER:
See "Remarks" HA-22
oJ
ELEV. DEPTH 0
DESCRIPTION IXI REMARKS
(FT) (FT) ==
>-
II)
6" Asphalt Pavement 0 Location: Myrtle Avenue;
Sta. 79+12; Offset 8' Right
of Baseline Construction
Gray Fine SAND with numerous 'liZ :'>7:
shell fragments (Shell Base) (SP) '.~:~
~;Y':.
1 :<;7:~
Dark brown Fine SAND 1-.'; .. "fill
:~~:
with finely divided organic material : ~ :-.:.
(SP) _.- --
:: ~ ::-
...,. '.::
".... ".
.. .. . ~.-.
%..: ...:~
-- ...
-- -.
2 ::: :.~
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"l ~.
.......,.
-... ...-
:: ~ :~;
.:... ".".It
"OJ .....
i-:.. 0-:-:
-... ...-
Light brown Fine SAND (SP) ...... ....
.. ...0
0.00"
3 ......
.. 00......
.... ..
0.. o.
0.0,_
... ...
0....... ..
.0".. ..
0.. 0"
000."
......
.. 00......
.... ..
.. ..0-
0._ o.
4 ..... ..
.. eo......
: ::::
......
.. eo......
.0... ..
0.. .0
0._ ."
......
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.... ..
: ::::
......
5 .. -.......
.... ..
.. ...-
.. .-.-
....... ..
.. .
. .
:
..
: . .
Brown Fine SAND (SP)
6 . .
. .
7
DRIGGERS
ENGINEERING
SERVICES
IN CORPORA TED
I
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1::I~~i
HAND AUGER BORING LOG
PROJECT: Myrne Avenue Utility upgraae CLIENT:
and Pavement Reconstruction Camp, Dresser & McKee, Inc.
Clearwater, Florida WATER TABLE: I DATE:
Proiect No.: DES 014332 4.1' 2/1/02
TECHNICIAN: DATE: I COMPLETION DEPTH:
J.D. 2/1/02 6.0'
LOCATION: TEST NUMBER:
See "Remarks. HA-23
...J
ELEV. DEPTH 0
DESCRIPTION r:a REMARKS
(FT) (FT) :&
>-
II)
2-1/2" Asphalt Pavement 0 Location: Myrtle Avenue;
Gray Fine SAND with numerous . -v. '<;)'. Sta. 75+67; Offset 19' Left
. .1..
shell fragments (Shell Base) (SP) '<;1. : 'Q': . of Baseline Construction
.:9:"1:
:vl:~:
_ .v:v.
1 .~:~."
Dark brown Fine SAND (SP) .... "'
I II I'
I I" I_
......
... .
..... .
.... I.
I II I"
I I" I_
......
...... .
II "0 "'
I II I_
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ENGINEERING
SERVICES
INCORPORA TED
PROJECT:
HAND AUGER BORING LOG
CLIENT:
WATER TABLE:
See "Note"
DATE:
TECHNICIAN:
L.T.
212102
TEST NUMBER:
HA-24
LOCATION:
See "Remarks"
ELEV.
(FT)
DEPTH
(FT)
o
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en
REMARKS
DESCRIPTION
7-1/2" Asphalt Pavement
Location: Myrtle Avenue;
Sta. 74+10; Offset 2' Right
of Baseline Construction
* Could not penetrate below depth 0.8'
due to buried pipe.
1
Note: Groundwater not encountered
within depth of 0.8'.
2
3
4
5
6
7
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DRIGGERS
ENGINEERING
SERVICES
PROJECT:
TECHNICIAN:
LOCATION:
ELEV.
(FT)
HAND AUGER BORING LOG
CLIENT:
INCORPORATED
DATE:
WATER TABLE:
See "Note"
B.B.lL.T.
2/2/02
TEST NUMBER:
See "Remarks.
DESCRIPTION
DEPTH
(FT)
o
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CD
~
~
7" Asphalt Pavement
Gray Fine SAND with numerous
shell fragments (Shell Base) (SP)
1
Dark brown Fine SAND (SP)
2
3
4
5
6
7
HA-24A
REMARKS
Location: Myrtle Avenue;
Sta. 74+16.5; Offset 2' Right
of Baseline Construction
* Could not penetrate below depth 2.0'
due to limestone fragments.
Note: Groundwater not encountered
within depth of 2.0'.
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DRIGGERS
ENGINEERING
SERVICES
INCORPORATED
HAND AUGER BORING LOG
PROJECT: Myrtle Avenue UUllty-Upgraae CLIENT:
and Pavement Reconstruction Camo, Dresser & McKee, Inc.
Clearwater, Florida WATER TABLE: I DATE:
Proiect No.: DES 014332 5.3' 212102
TECHNICIAN: DATE: I COMPLETION DEPTH:
B.B.lL.T. 212102 6.0'
LOCATION: TEST NUMBER:
See "Remarks' HA-24B
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DESCRIPTION IXl REMARKS
(FT) (FT) ==
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7" Asphalt Pavement 0 Location: Myrtle Avenue;
Sta. 74+28.9; Offset 2' Right
of Baseline Construction
Gray Fine SAND with numerous : .:.:
<;1.. 'Cr. .
shell fragments (Shell Base) (SP) o :'f:V:
1 :vI:~:
......
. :<:l: V'.
.... ..
Dark brown Fine SAND with trace ......... ..
~" ..
.. ...-
of finely divided organic material (SP) .. ...-
..... ..
......... ..
:..::....
.. ...-
..... ..
........ ..
2 .... . .
.. .....
.. .-
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........ ..
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.0._
......
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..... ....
3 .. ...-
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.. -.......
.... ..
.. ....
.. ...-
::: '....
........ ..
.. ... ..
.. ...-
.- .-
Brown and light brown Fine SAND (SP) : .. .-
.. .-
......
..... ..
4 .......... ..
.... ..
.. ...-
.- .-
......
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.. ...-
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5 .. o. ..
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. ....
......
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... ...
..... .
6 .... ..
7
DRIGGERS
ENGINEERING
SERVICES
IN CORPORA TED
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HAND AUGER BORING LOG
PROJECT: Myrne Avenue --otmty-opgrade CLIENT:
and Pavement Reconstruction Camo, Dresser & McKee, Inc.
Clearwater, Florida WATER TABLE: I DATE:
Project No.: DES 014332 4.3' 2/1/02
TECHNICIAN: DATE: T COMPLETION DEPTH:
J.D. 2/1/02 6.0'
LOCATION: TEST NUMBER:
See "Remarks" HA-25
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ELEV, DEPTH 0
DESCRIPTION m REMARKS
(FT) (FT) :E
>-
U)
2-1/2" Asphalt Pavement 0 Location: Myrtle Avenue;
5" Limerock Base ~'tl Sta, 69+84; Offset 13' Right
Ii c>~ of Baseline Construction
~.oC)
9Q1#
Dark gray Fine SAND ''S('' w'
.~:,
with shell and asphalt fragments {SP} , . ','V- '
. :<;7.~
1 ~,
, .'g:~,
~' ..
:\7.,~
:'it': v,
,\7. :~:
Brown slightly silty Fine SAND ',I :': t "
:1 :1: t l
{SP-SM} 2 ; :1: ~ 'I:
. -....
,':1: t r
'~:;:~~:
,:1: t 1,]
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., :1: t (
3 'r ~:, t 1:
'J :1: r t l
:,:,:,:;
Tan Fine SAND {SP} .... .
. '0...
.... ..
. ..."
0.0._
......
: : : : : :
. ..0"
000.'
......
..... .
4 .... .,
. ...-
0.0._
......
.... .
..... .
..00..
0.. ._
000.'
......
. 00...
...0 ..
0..0'
000."
......
Light brown Fine SAND (SP) , , "
, , "
5 , , " ,
"
Dark brown Fine SAND :'~ "
, ,
with trace of limestone fragments (SP) .. ",
, , " ,
, , "
, , "
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, , :0 :
6 ' , "
7
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DRIGGERS
ENGINEERING
SERVICES
IN CORPORA TED
HAND AUGER BORING LOG
PROJECT: Myrtle Avenue Utility upgrade CLIENT:
and Pavement Reconstruction Camo, Dresser & McKee, Inc.
Clearwater, Florida WATER TABLE: I DATE:
Proiect No.: DES 014332 See "Note" 212102
TECHNICIAN: DATE: I COMPLETION DEPTH:
B.B.lL.T. 212102 6.0'
LOCATION: TEST NUMBER:
See "Remarks" HA-26
...I
ELEV, DEPTH 0
DESCRIPTION a:l REMARKS
(FT) (FT) ::Ii
>-
In
8" Asphalt Pavement 0 Location: Myrtle Avenue;
Sta, 68+19; Offset 10' Right
of Baseline Construction
Gray Fine SAND with numerous .... .
"J;t: "\7:
, .. "
shell fragments (Shell Base) (SP) 1 5/ :'9-
~: *:
~ :t7
", '"
Dark brown Fine SAND . .. "
'V: "
with trace of shell fragments (SP) , ,
" , " ,
, .. "
, " "
.. ,
, " " ,
", ',v'
2 ' ..
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, " "
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4 . .' :1\1
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: : : ' '
Brown silty, slightly clayey Fine SAND : :
(SM) :
:
:
:
:
5 :
:
:
:
:
:
:
:
6 . .
Note: Groundwater not encountered
within depth of 6,0'.
7
DRIGGERS
ENGINEERING
SERVICES
INCORPORATED
I
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PROJECT:
HAND AUGER BORING LOG
CLIENT:
Myrtle Avenue utJUly upgraae
and Pavement Reconstruction
Clearwater, Florida
Proiect No.: DES 014332
J.D.
DATE:
WATER TABLE:
Camo, Dresser & McKee, Inc.
I DATE:
3.7' 2/1/02
I COMPLETION DEPTH:
6.0'
TECHNICIAN:
LOCATION:
2/1/02
TEST NUMBER:
See "Remarks"
ELEV.
(FT)
DEPTH
(FT)
o
DESCRIPTION
2-1/2" Asphalt Pavement
5-1/2" Concrete Slab
Dark brown Fine SAND (SP)
Dark gray Fine SAND with finely
divided organic material and seams
of brown Fine SAND (SP)
Grayish-brown Fine SAND (SP)
Dark grayish-brown Fine SAND (SP)
HA.27
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REMARKS
(>., ..,
~ ~.'; f
.......
""-"
Location: Myrtle Avenue;
Sta.64+87;Offset10'Left
of Baseline Construction
1
. ..0_
000."
......
..0.. .
.... ..
0.00"
00000
. 00...
.... ..
0.. I_
000._,
......
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';;",,; .
... p ..
-."
-. . .
- -
2
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wi. ..
rttf.. ..
...; : :
:~7
.0... .
3
.... .
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.0". ..
0.. I_
000.'
'" ...
0.0.. .
.0... ..
0.. .'
000._
......
.00.. .
. .0. ..
0.. .'
000.'
". ...
000.. .
.0". ..
0.. 0_
000._
..... .
.00.. .
.... ..
0..00
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DRIGGERS
ENGINEERING
SERVICES
INCORPORATED
PROJECT:
HAND AUGER BORING LOG
CLIENT:
WATER TABLE:
earn . Dresser & McKee. Inc.
DATE:
5.1' 2/2/02
COMPLETION DEPTH:
6.0'
TECHNICIAN:
LOCATION:
L.T.
See "Remarks"
ELEV.
(FT)
DESCRIPTION
8" Asphalt Pavement
7" Concrete Slab
Brown Fine SAND (SP)
Dark brown and brown Fine SAND (SP)
DATE:
2/2/02
TEST NUMBER:
HA-28
DEPTH
(FT)
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REMARKS
1
Location: Myrtle Avenue;
Sta. 63+23; Offset 10' Right
of Baseline Construction
2
: :
: :
: : :
:
:
:
:
: : :
:
:
:
: : :
:
: :
; ;
: :
:
; :
:
: :
:
:
:
.-
: :
3
4
5
6
7
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DRIGGERS
INCORPORATED
ENGINEERING
SERVICES
HAND AUGER BORING LOG
PROJECT: Myrtle Avenue Utility upgraae CLIENT:
and Pavement Reconstruction Camp, Dresser & McKee, Inc,
Clearwater, Florida WATER TABLE: I DATE:
Project No.: DES 014332 4.8' 2/2/02
TECHNICIAN: DATE: I COMPLETION DEPTH:
B.B.lL.T, 2/2/02 6.0'
LOCATION: TEST NUMBER:
See "Remarks" HA-29
...J
ELEV, DEPTH 0
DESCRIPTION lD REMARKS
(FT) (FT) :E
>-
II)
3-1/2" Asphalt Pavement 0 Location: Myrtle Avenue;
Sta. 59+94; Offset 17' Right
Gray Fine SAND with numerous . ...- of Baseline Construction
:7.:v..
shell fragments (Shell Base) (SP) ','v:v'
~ :;.,: .
Dark brown Fine SAND ' , ,Cl,' .
~..o.
with limestone gravel (SP) 1 : .l):~
D" -e,
4'"
:':~,!,'
OR'i1
:. ~ ~..
, '~,':D
:0: 'g'.
0'..6..
2 ..~:~
Dark gray Fine SAND (SP) . '" ..
I "' I"
0100_
". ...
II.. .
. "0...
.00. ..
"I' 0"
"000"
......
. "0...
.000. .
. 110"
"10 I"
......
. "" .
3 . "0...
. 10. "'
I 10 I_
I 00 I_
......
. "0...
. 0" ..
. ...-
Dark brown Fine SAND (SP) "0 "'
, "
, .'
. ....
: ..' .
. "0 "'
I . 0_
I . 10
4 . ....
. ....
: "0 II
. .'
, "
. ....
: ..' .
: "0 "'
. "
. .'
. ....
,. ,
..' .
. "0 "'
I . I_
I . I_
"....
5 . ....
: "0 "'
, "
, "
Reddish-brown Fine SAND (SP) '. "'
. "
, "
. . ...
,. ,
..' .
'. ..
, "
. .'
.. ....
..' .
: '. o'
6 ' .'
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DRIGGERS
ENGINEERING
IN CORPORA TED
SERVICES
HAND AUGER BORING LOG
PROJECT: Myrtle Avenue Utlllty upgraCle CLIENT: Camo, Dresser & McKee, Inc.
and Pavement Reconstruction
Clearwater, Florida WATER TABLE: I DATE:
Project No.: DES 014332 4.2' 2/1/02
TECHNICIAN: DATE: I COMPLETION DEPTH:
J.D. 2/1/02 6.0'
LOCATION: TEST NUMBER:
See "Remarks' HA-30
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ELEV. DEPTH 0
DESCRIPTION lD REMARKS
(FT) (FT) ~
/I)
3" Asphalt Pavement 0 Location: Myrtle Avenue;
Brown Fine SAND with limestone :0: 4>:. Sta. 58+30; Offset 13' Left
.0:': ~. of Baseline Construction
and crushed concrete fragments (SP) . '~A:
..t!:.c( f>.
.4>>....
: ::.
.~:". :
1 ',d:4t 'd
:".~ :~.
Dark brown Fine SAND :9.::: .
with trace of limestone fragments (SP) ."0.. .
.... ..
. .0.-
0- .-
......
.... .
."0.. .
:'.:: ~.
2 . 00._
......
...0.
.00.. .
. .0. ..
......
;.~; ~ ~ :
......
... .
.00.. .
.0". ..
. ...'
0" 0-
3 ......
.00. "'
.00. ..
. ....
':::.~::
.00.. .
.... ..
. ..0-
0.0._
......
."0.. .
. .0. ..
Dark brown Fine SAND (SP) . ..0-
0.0.0
4 ......
.00.. .
. .00-
0.0.'
......
.....
.00.. .
.. 00..
... .
00. .
.0. ...
o eo. "
.... ..
0.. ,"
0"' .
5 ......
..... .
..00..
0::: :
..,. ..
o. ..
0.... .
".". ..
.. ."
Dark brown organic, silty Fine SAND ~I;I~:
with roots (SM/Pt) 8~~:
. . . .
6 "=I"I",,"~
7
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INCORPORATED I
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DRIGGERS
ENGINEERING
SERVICES
PROJECT:
HAND AUGER BORING LOG
CLIENT:
WATER TABLE:
DATE:
eam . Dresser & McKee, Inc.
DATE:
2/2/02
COMPLETION DEPTH:
10.0'
TECHNICIAN:
LOCATION:
B.B.lL.T.
See "Remarks"
ELEV.
(FT)
DESCRIPTION
DEPTH
(FT)
o
8" Asphalt Pavement
6" Concrete Slab
Dark gray Fine SAND (SP)
Light gray Fine SAND (SP)
Dark brown to black fibrous,
organic SILT with roots (Peat) (Pt)
2/2/02
TEST NUMBER:
HA-31
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REMARKS
Location: Myrtle Avenue;
Sta. 54+85; Offset4'Left
of Baseline Construction
2
:
:
:
: :
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: :
: :
4
6
8
10
12
14
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DRIGGERS
ENGINEERING
SERVICES
INCORPORA TED
HAND AUGER BORING LOG
PROJECT: Myrtle Avenue uullty upgrade CLIENT: Camo. Dresser & McKee, Inc.
and Pavement Reconstruction
Clearwater, Florida WATER TABLE: I DATE:
Proiect No.: DES 014332
TECHNICIAN: DATE: -I COMPLETION DEPTH:
J.D. 2/1/02 0.0'.
LOCATION: TEST NUMBER:
See "Remarks" HA-32
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ELEV. DEPTH 0
DESCRIPTION lD REMARKS
(FT) (FT) ::E
>
U)
0 Location: Myrtle Avenue;
5ta. 52+86; Offset 8' Left
of Baseline Construction
* Could not penetrate asphalt
at this location.
1
2
3
4
5
6
7
DRIGGERS
ENGINEERING
SERVICES
INCORPORA TED
I
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HAND AUGER BORING LOG
PROJECT: Myrne Avenue Utility upgraae CLIENT:
and Pavement Reconstruction Camp, Dresser & McKee, Inc.
Clearwater, Florida WATER TABLE: I DATE:
Project No.: DES 014332 4.8' 2/1/02
TECHNICIAN: DATE: I COMPLETION DEPTH:
J.D. 2/1/02 6.0'
LOCATION: TEST NUMBER:
See "Remarks" HA-33
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ELEV. DEPTH 0
DESCRIPTION In REMARKS
(FT) (FT) ~
l/)
5-1/2" Asphalt Pavement 0 Location: Myrtle Avenue;
Sta. 49+41; Offset 13' Left
of Baseline Construction
6-1/2" Concrete Slab v, ~
II'" .. <l
~ ~.'; f
.......
1 .. v.v ~
Gray Fine SAND (SP) . . . .
. .
. .
.. ..
. . . .
. .
. .
Brown Fine SAND (SP) :
..
. .
2 :
..
. .
:
..
: . .
..
. .
3 :
Light brown Fine SAND (SP) :
..
. .
:
..
: . .
:
..
: . .
4
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..
. .
:
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: . .
5 :
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6 :
7
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DRIGGERS
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PROJECT:
TECHNICIAN:
LOCATION:
ELEV.
(FT)
SERVICES
INCORPORATED
HAND AUGER BOroNG LOG
Myrtle Avenue Utility upgraoe
and Pavement Reconstruction
Clearwater, Florida
Project No.: DES 014332
J.D.
See "Remarks"
DESCRIPTION
6-1/4" Asphalt Pavement
7-3/4" Limerock Base
Brown silty Fine SAND
with limestone fragments (SM)
Brown silty Fine SAND
with pockets of green CLAY (SM/CH)
Camo. Dresser & McKee. Inc.
WATER TABLE: I DATE:
See "Note" 2/1/02
I COMPLETION DEPTH:
2/1/02 3.0' .
TEST NUMBER:
CLIENT:
DATE:
DEPTH
(FT)
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t,OUI(
Oftto
2
3
v
V
/
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4
5
6
7
HA-34
REMARKS
Location: Myrtle Avenue;
Sta.47+67:0ffset16'Left
of Baseline Construction
* Could not penetrate below depth 3.0'
due to concrete debris.
Note: Groundwater not encountered
within depth of 3.0'.
DRIGGERS
ENGINEERING
SERVICES
INCORPORA TED
I
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HAND AUGER BORING LOG
PROJECT: Myrtle Avenue Utility upgraae CLIENT: Camo, Dresser & McKee, Inc.
and Pavement Reconstruction
Clearwater, Florida WATER TABLE: I DATE:
Proiect No.: DES 014332 See "Note" 2/2/02
TECHNICIAN: DATE: I COMPLETION DEPTH:
B.B.lL.T. 2/2/02 4.0' *
LOCATION: TEST NUMBER:
See "Remarks. HA-35
.J
ELEV. DEPTH 0
DESCRIPTION 10 REMARKS
(FT) (FT) ::e
)0-
Il)
7" Asphalt Pavement 0 Location: Myrtle Avenue;
Sta. 44+07; Offset 13' Right
of Baseline Construction
12" Limerock Base .,or".
o.fJ l) G:>
to. vo
1 Ogob
\)u ~
,~o
00" 0
00 ~o
i:s', ..
OU.. 8
Grayish-brown Fine SAND :'~:::' .
with trace of limestone fragments (SP) ......
. -....
2 .."0..
0..0_
0.0._
". ...
::; :~:
. ..."
Brown Fine SAND with tree root (SP) :~:
. .'
. . 0-
o. . .
. ..00
0.0,"
Brown Fine SAND 3 :,;: : :
....~
with limestone fragments (SP) .: :.~:o:
Q'.~:.
:::,: .
:-.: : :Cl
'Q~: :~
. . .C>. .
4 .... ..
* Could not penetrate below depth 4.0'
due to buried pipe.
Note: Groundwater not encountered
within depth of 4.0'.
5
6
7
11
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11
ILl
II
11
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11
".J
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DRIGGERS
ENGINEERING SERVICES
IN CORPORA TED
PROJECT:
TECHNICIAN:
LOCATION:
ELEV.
(FT)
HAND AUGER BORING LOG
CLIENT:
eam ,Dresser & McKee. Inc.
WATER TABLE: DATE:
9.9' 2/2/02
DATE: COMPLETION DEPTH:
2/2/02 10.3'
TEST NUMBER:
B.B.lL.T.
See "Remarks.
HA-35A
DESCRIPTION
DEPTH
(FT)
-I
o
a:I
:::E
>-
U)
REMARKS
7-1/2" Asphalt Pavement
13-1/2" Limerock Base
o Location: Myrtle Avenue;
Sta. 44+13; Offset 13' Right
of Baseline Construction
Grayish-brown Fine SAND
with trace of limestone fragments (SP)
2
........ ..
..... ..
.. ....
.. ....
::: "" "'I
.. -.......
.... ..
.. ....
.. .-..
4
.. -.......
.... ..
.. ....
".Q::::
Dark gray Fine SAND
with trace of organic SILT (SP)
Dark brown to black fibrous,
organic SILT (Peat) (Pt)
.... ..
:~:::
6
8
10
12
14
DRIGGERS
ENGINEERING
SERVICES
INCORPORATED
I
I
I
I
I
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I
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I
I
I
I
I
I
I
I
I
I
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-=I~~i
HAND AUGER BOmNG LOG
PROJECT: MYnle Avenue Utility upgraae CLIENT:
and Pavement Reconstruction Camp, Dresser & McKee, Inc.
Clearwater, Florida WATER TABLE: I DATE:
Project No.: DES 014332 5.9' 2/6/02
TECHNICIAN: DATE: I COMPLETION DEPTH:
J.D.lB.D. 2/6/02 6.0'
LOCATION: TEST NUMBER:
See "Remarks. HA-36
...J
ELEV. DEPTH 0
DESCRIPTION a:I REMARKS
(FT) (FT) :E
>-
U)
7" Asphalt Pavement 0 Location: Myrtle Avenue;
Sta. 42+34; Offset 15' Left
of Baseline Construction
6" Limerock Base ) ,pff'"
'> Cl4>D
ifo)~
1 .." v
o o.,'Q
Brown Fine SAND :~:: :\:i
with limestone fragments (SP) '::~: .
Q::~:
. ..~
.~: :~
:::t,/ ~:
2 : j:::.
.....
: :.: : :
ll" . .
.:: :0.
:~: .-
:::~. .
'.::t!t:6
.b:: : . .
:'~:'~"
3 :'.~: .~.
ti::f'
. .0."
Brown and light brown Fine SAND (SP) . . . .
. .
. .
.. ..
. . . .
. .
. .
..
..
. . . .
4 ' .
. .
.. ..
. . . .
. .
. .
..
. . . .
. .
. . ..
..
. . . .
5 . .
. .
.. ..
. . . .
. .
. .
Brown and tan Fine SAND (SP) . .
..
. .
6
7
I:
I:
I
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1
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11
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11
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DRIGGERS
ENGINEERING
PROJECT:
TECHNICIAN:
LOCATION:
ELEV.
(FT)
SERVICES
IN CORPORA TED
HAND AUGER BORING LOG
CLIENT:
B.B.lL.T.
See "Remarks"
DESCRIPTION
7" Asphalt Pavement
9" Limerock Base
Grayish-brown Fine SAND
with trace of shell fragments (SP)
Dark brown Fine SAND
with trace of limestone fragments (SP)
Dark grayish-brown Fine SAND
with limestone fragments (SP)
eam ,Dresser & McKee, Inc.
WATER TABLE: DATE:
See "Note" . 2/2/02
DATE: COMPLETION DEPTH:
2/2/02 6.0'
TEST NUMBER:
HA-37
DEPTH
(FT)
o
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o
a:I
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REMARKS
1
Location: Myrtle Avenue;
Sta. 38+86; Offset 7' Right
of Baseline Construction
..... .
"v::" .
. .0.0
2
. 00...
.. :: ...".
. 00..
......
..... .
:.~;.::..
::: :v:
. ..0'
0000'
......
3
:0.:::' :
. 000"
......
..0.. .
.... ..
. ...-
000._
", ...
'. : : :11. :
. .. 0'
0000'
......
.00.. .
..-. ..
0.00'
00000
.0. ...
0'0.. .
4 :'0;:::"
.'0.0-
. ..0"
000,'
......
: : : : : :
: ::Q:
5
......
..0.. .
.... ..
0..0"
00000
6
06::: O'
. .:0:: .
~;.o.::
:&:11::
::. :'l?
. .0...
.... o.
: c:l::
Note: Groundwater not encountered
within depth of 6.0'.
7
-=I~~i
DRIGGERS
ENGINEERING
SERVICES
IN CORPORA TED
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
HAND AUGER BORING LOG
PROJECT: MyrtI_e Avenue Utility upgraoe CLIENT: Camo, Dresser & McKee, Inc.
and Pavement Reconstruction .
Clearwater, Florlda WATER TABLE: I DATE:
Proiect No.: DES 014332 See "Note" 212J02
TECHNICIAN: DATE: I COMPLETION DEPTH:
B.B.lL.T. 2/2/02 6.0'
LOCATION: TEST NUMBER:
See "Remarks" HA-38
..J
ELEV. DEPTH 0
DESCRIPTION aI REMARKS
(FT) (FT) :E
>
en .
5-1/2" Asphalt Pavement 1J Location: Myrtle Avenue;
Sta. 37+07; Offset 21' Right
of Baseline Construction
11-1 /2" Limerock Base ~.
<:> o'ciQ~
o :p
Dsv
e 0
1 (100:.
0004
.000
o.,p 0
~.. " 9
0..-0
Dark brown Fine SAND .. ...-
'Sf: ::.
with trace of shell fragments (SP) ........ .
.... ..
.. ..0-
0000_
......
2 ::: :V.
: 00: 00: .
.000"
......
.00.. .
'V.. ..
. .0'
0." 0_
......
..0.. .
. .0. ..
:.:.:.:';;.
3 .00.. .
. .0. ..
Dark gray and dark brown Fine SAND . .. 0'
000._
...... .
(SP) ........ ..
.. -. ..
Dark brown Fine SAND : ::9:'
with limestone fragments (SP) '\)'.:: :.
: : :I! : .
......
4 :~: ::
.:;; ~.~'.
.... ..
: : St. :
.~':: ~.
:' (,: ~ :...
::: :~.
:.ci: :0 :
5 . .'.:~:.
.C!: : Ii.
: '.:0:'
.. .-.-
Reddish-brown Fine SAND (SP) . .
. . .'
. . . .
. . .' .
. . .'
. . .'
. . . .
. . .' .
6 .. . ..
Note: Groundwater not encountered
within depth of 6.0'.
7
11
Il
I:
~......,
r'l
I...........
'1
t .}
11
I
11
I,
i
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11
I
I
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1I::I~~i
DRIGGERS
ENGINEERING
INCORPORA TED
SERVICES
HAND AUGER BORING LOG
PROJECT: Myrtle Avenue UUllty upgraae CLIENT:
and Pavement Reconstruction Camp, Dresser & McKee, Inc.
Clearwater, Florida WATER TABLE: I DATE:
Project No.: DES 014332 See "Note" 2/2/02
TECHNICIAN: DATE: I COMPLETION DEPTH:
B.B.!L.T, 2/2/02 2.6'.
LOCATION: TEST NUMBER:
See "Remarks. HA-39
..I
ELEV. DEPTH 0
DESCRIPTION IXl REMARKS
(FT) (FT) ::&
>-
CI)
4" Asphalt Pavement 0 Location: Myrtle Avenue;
Sta. 33+67; Offset 10'Left
9" Limerock Base ~iJ>. of Baseline Construction
.PoD 0..
00""0
"o.uo.
0.,-
1 Gtl~
(,c.~ Ii>
Dark brown Fine SAND ..... .
:Q::: .
with trace of limestone fragments (SP) . .0._
......
.... .
.00.. .
.... ..
. ..0"
0.0. .
.::: ':~,
.00. ..
. .00"
0.0.0
2 ......
.00.. .
.0.. ..
. ...-
0.0.0
,:i:i; ': ',:,
.... ..
0..0_
00000
* Could not penetrate below depth 2,6'
due to buried pipe,
3
Note: Groundwater not encountered
within depth of 2.6'.
4
5
6
7
ELEV.
(FT)
DESCRIPTION
DEPTH
(FT)
o
..J
o
a:l
::i
>-
en
REMARKS
I
I
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I
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-=I~~i
DRIGGERS
ENGINEERING
SERVICES
IN CORPORA TED
PROJECT:
HAND AUGER BORING LOG
CLIENT:
WATER TABLE:
See "Note"
TECHNICIAN:
DATE:
J.D.
2/6/02
TEST NUMBER:
LOCATION:
See "Remarks.
HA-39A
6-1/4" Limerock Base
Location: Myrtle Avenue;
Sta.33+73;Offset10'Left
of Baseline Construction
5-3/4" Asphalt Pavement
Dark brown Fine SAND
with trace of limestone fragments (SP)
1
..0.. .
. .'. ..
".. I'
I I" I"
......
. "0. I I
;0.::;'
. I" I'
......
2
.... ..
. II I"
::::~ :
. II II
I I" I"
Brown Fine SAND (SP)
3
; ;
: :
.. ;
:
:
Dark brown highly organic, sandy SILT
(Muck) (Pt)
Brown Fine SAND (SP)
4
..
; ;
..
: : :
; ;
5 : :
:
:
; ;
6
Note: Groundwater not encountered
within depth of 6.0'.
Dark brown Fine SAND (SP)
7
11
.
11
II
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,
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II
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DRIGGERS
ENGINEERING
IN CORPORA TED
SERVICES
HAND AUGER BORING LOG
PROJECT: Myrtle Avenue UUllty upgraae CLIENT:
and Pavement Reconstruction Camo. Dresser & McKee, Inc.
Clearwater. Florida WATER TABLE: I DATE:
Project No.: DES 014332 5.1' 2/6/02
TECHNICIAN: DATE: I COMPLETION DEPTH:
J.D.lB.D. 2/6/02 6.0'
LOCATION: TEST NUMBER:
See "Remarks" HA-40
...J
ELEV, DEPTH 0
DESCRIPTION aI REMARKS
(FT) (FT) ::E
>-
t/)
4" Asphalt Pavement 0 Location: Myrtle Avenue;
Sta. 31+87; Offset 16' Left
3" Limerock Base ;~r; of Baseline Construction
Dark brown Fine SAND :9.::: ,
with trace of limestone fragments (SP) ... ",-
."0.. .
.... ..
1 . ....
0000'
......
;. ::; ~~:
", ...
000.. .
..". ..
. ...-
0.0._
......
..0.. .
.... ..
2 :0;: ::
......
. '0...
.... ..
0..0'
000._
......
. '0...
.0". ..
: :: P-
", ...
000.. .
.0". ..
Brown Fine SAND (SP) 3 .... ..
. ...-
000.'
......
.00.. .
.... ..
0.. ._
0.0.'
......
.00.. .
.... ..
: ::::
......
.00.. .
.... ..
4 . ..0'
Light brown slightly silty Fine SAND . .. . f
'~'.!:n,
(SP-SM) :i :1: t ( 1
:1 :1: C 1
J :1; ~ 't:,
., :1: t r
.)' :~: ( ~:
5 :1 :1: t t 1
:1 :1: ~ 1
.1 ;1; ~ 'l:
., ',I: t (
. !' :1: ( 1:
'J :1: r t 1
:1 :1: ~ 1
......
,1 :1: r. L'
6 .~' . , f
7
-=I~~i
DRIGGERS
ENGINEERING
SERVICES
INCORPORATED
I
I
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I
I
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I
I
I
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I
I
I
I
I
I
I
PROJECT:
HAND AUGER BOmNG LOG
CLIENT:
Myrtle Avenue UDllty upgrade
and Pavement Reconstruction
Clearwater, Florida
Proiect No.: DES 014332
TECHNICIAN:
LOCATION:
DATE:
WATER TABLE:
Camp, Dresser & McKee, Inc.
I DATE:
5.3' 2/6/02
I COMPLETION DEPTH:
6.0'
2/6/02
TEST NUMBER:
J.D.lB.D.
See "Remarks.
ELEV.
(FT)
DEPTH
(FT)
o
DESCRIPTION
4-1/4" Asphalt Pavement
7-3/4" Limerock Base
Brown Fine SAND
with trace of limestone fragments (SP)
Light gray Fine SAND (SP)
Brown slightly silty Fine SAND
(SP-SM)
Dark brown silty Fine SAND (SM)
HA-41
..J
o
a:I
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>-
en
REMARKS
1
~o".1. 0
o~:Q
c.:(e>"'o
o~., 00
We> ~~
:.0,::: .
.'
..,
...... .
,. .
. .. I-
1."._
::: :Q.
. ...-
".".'
...
Location: Myrtle Avenue;
Sta. 28+48; Offset 6' Left
of Baseline Construction
2
. I.. "'
,,'
. II ,"
'0'.:
.... .
. "0...
. "' I"
I 1".-
..,
: :: ~:"
3
. II I-
I I".'
..,
011.. .
. II I"
I I".'
..,
4
. "0...
. "' I'
I .eo I_
..... .
.. "0......
,,'
.. I. I"
I I"..
..,
.. "I.....
,,'
.. I. I-
I I" I"
...1.... ..
.. II I'
"
......
.. "I......
.... II
5
.. II I-
I I" 0-
..,
.... .
.. "0.....
.... II
. II I"
'L:I: rJ.
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6
7
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101
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DRIGGERS
ENGINEERING
IN CORPORA TED
SERVICES
HAND AUGER BORING LOG
PROJECT: Myrtt_e Avenue Utility upgraae CLIENT: Camo, Dresser & McKee, Inc,
and Pavement Reconstruction
Clearwater, Florida WATER TABLE: I DATE:
Project No.: DES 014332 See "Note" 212102
TECHNICIAN: DATE: I COMPLETION DEPTH:
B.B.lL.T. 2/2/02 6.0'
LOCATION: TEST NUMBER:
See "Remarks" HA-42
..J
ELEV. DEPTH 0
DESCRIPTION III REMARKS
(FT) (FT) ::E
>-
Ul
3-112" Asphalt Pavement 0 Location: Myrtle Avenue;
8-1/2" Limerock Base " .... Sta. 26+35; Offset 6' Right
c) ~ <:r of Baseline Construction
1~.o.O:
00..0"
. oj) (I..
Q.
1 opo..b
Grayish-brown Fine SAND :Q:: ::
with trace of limestone fragments (SP) : ::::
......
. -....
.... ..
. ...-
0.0._
......
,::.: :~:
. ....
2 ......
..0.. .
.."0 ..
0.0."
0.0."
". ...
.... .
'0 : : : :
. ..."
0.0."
......
Light tan Fine SAND (SP) .. , . .
. ..
. "
". ..
3 .. , ' .
. ..
. .'
". ..
" , ' .
. ..
, "
Light gray Fine SAND (SP) . .
: . .
:
,.
. .
4 :
..
. ,
:
..
: . ,
:
..
. .
5 ..
: . .
:
..
. ,
..
. .
6
7
DRIGGERS
ENGINEERING
SERVICES
INCORPORATED
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
-=I~~i
HAND AUGER BORING LOG
PROJECT: Myrtle Avenue Utility upgraae CLIENT: Camo, Dresser & McKee, Inc.
and Pavement Reconstruction
Clearwater, Florida WATER TABLE: \ DATE:
Project No.: DES 014332 5.9' 2/6/02
TECHNICIAN: DATE: I COMPLETION DEPTH:
J.D./B.D. 2/6/02 6.0'
LOCATION: TEST NUMBER:
See "Remarks" HA-43
..J
ELEV, DEPTH 0
DESCRIPTION IQ REMARKS
(FT) (FT) $!!
en
3-3/4" Asphalt Pavement 0 Location: Myrtle Avenue;
Sta. 23+06; Offset 3' Left
8-1/4" Limerock Base ~:\J of Baseline Construction
oJ~
'" ,,0.
o. GO"
6..~O"
1 "0 rt:)l>o)
Light brown Fine SAND : c,: ',:'
. ...-
with trace of limestone fragments (SP) ......
.. eo......
: :: : : ..
.. .0._
......
::: :C),
.... ..
. ...-
0.0._
... ...
2 .. e.......
..-.. ..
0.. ._
0.0._
......
.:Q::::
.. ....
.. o. o.
........ ..
.... ..
.. .. o.
.. o. o.
:::'CJ:
3 .. eo......
.. 0.. ..
.. ..0-
Light gray and brown Fine SAND (SP) . " ' ,
,,'
, ..
, "
", ,.
, '. , ,
, .'
. ..
, "
", "
, '. ' .
,.'
, ..
4 ' "
Light gray Fine SAND (SP) :
"
: . .
.,
: . .
.,
: . ,
5 :
,.
: , .
.,
, ,
:
"
. ,
6 :
7
-=I~~i
DRIGGERS
ENGINEERING
SERVICES
IN CORPORA TED
HAND AUGER BORING LOG
PROJECT: Myrtle Avenue Utility upgraae CLIENT:
and Pavement Reconstruction Camp, Dresser & McKee, Inc.
Clearwater, Florida WATER TABLE: I DATE:
Proiect No.: DES 014332 4.8' 2/6/02
TECHNICIAN: DATE: I COMPLETION DEPTH:
J.D.lB.D. 2/6/02 6.0'
LOCATION: TEST NUMBER:
See "Remarks" HA-44
...I
ELEV. DEPTH 0
DESCRIPTION lD REMARKS
(FT) (FT) :E
>-
l/)
4-1/2" Asphalt Pavement 0 Location: Myrtle Avenue;
Sta. 21+25; Offset 13' Left
7-1/2" Limerock Base oOd' j> of Baseline Construction
0.. \f
0..0 () 0
Co. <<)
(!J......Ro
1 <<10 0
Brown and light brown Fine SAND (SP) .... ..
0.. I_
".00_
......
. "0...
.... ..
. .1..
. I""
......
. "0...
.... ..
. II..
. 00 I'
......
2 . "0...
.... ..
. 10..
100'
......
..... .
.... .,
Light brown Fine SAND 110"
0' I"
......
grading to light gray Fine SAND (SP) ..... .
.... ..
. I. II
000.'
......
3 . _0...
.0". ..
0.. .'
000._
......
..... .
.. "0 "'
0..0"
0.0._
......
..0.. .
.... ..
0.. I_
0.0.'
......
4 ..... .
.... ..
0..0"
0.0. .
..... .
.00.. .
.... ..
0.. 0_
000.'
......
.00.. .
.0'. ..
: ::::
..... .
.00.. .
5 .... ..
0... .
. .0.'
..... .
. -0...
.... ..
. ....
. ....
......
..... .
.... ..
... .
... .
..... .
..... .
6 .... ..
7
,
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I
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I
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I
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DRIGGERS
:ENGINEERING
SERVICES
IN CORPORA TED
HAND AUGER BORING LOG
PROJECT: Myrtle Avenue Utility upgrade CLIENT:
and Pavement Reconstruction Camp, Dresser & McKee, Inc.
Clearwater, Florida WATER TABLE: I DATE:
Project No.: DES 014332 See "Note" 212102
TECHNICIAN: DATE: I COMPLETION DEPTH:
B.B./L.T. 212102 6.0'
LOCATION: TEST NUMBER:
See "Remarks" HA-45
..J
ELEV, DEPTH 0
DESCRIPTION IXl REMARKS
(FT) (FT) :E
>-
In
4" Asphalt Pavement 0 Location: Myrtle Avenue;
Sta. 17+96; Offset 7' Right
11" Limerock Base .OD of Baseline Construction
~Q'
[)Q-..
...o~
0., .
1 QuoD()
00 f-l
o~..
Grayish-brown slightly silty Fine SAND :1 :1: c I
(SP-SM) /:1; ~ }',
,1 :1: t r
'~".j:n,
',I :1: t t, I
2 :1 :1: ~ I
,l:I;~ F,
,,:1: t (
'!'~:t i:
'J: I: r II
:1:I:n
......
,1 :1: t l'
:' :1: ~ f
3 r:1: t 1:
~:I: rL I
Light tan Fine SAND (SP) . .. :
. .'
", ..
. " . .
Light gray Fine SAND (SP) .. ,
, ..
, .'
", . .
." . .
4 .,'
, ..
, .' ..
.., , ,
., '
. "
. .'
.. , . ,
.. , . ,
.' ,
, ..
, " 00
. 0, . ,
'0'
5 o ..
, "
", ,.
." , .
, "
..'
, ..
, o' "
",
... , ,
00,
.. '
, ..
, .'
", . ,
, 0, 00
,,'
6 ' ..
Note: Groundwater not encountered
within depth of 6.0'.
7
II
1
11
1
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1'1
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DRIGGERS
IN CORPORA TED
ENGINEERING
SERVICES
HAND AUGER BORING LOG
PROJECT: Myrlle 1\venue uuuty upgraae CLIENT:
and Pavement Reconstruction . Camp, Dresser & McKee, Inc.
Clearwater, Florida WATER TABLE: I DATE:
Project No.: DES 014332 6.0' 212102
TECHNICIAN: DATE: I COMPLETION DEPTH:
B.B.lL.T. 212102 6.0'
LOCATION: TEST NUMBER:
See "Remarks" HA-46
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ELEV. DEPTH 0
DESCRIPTION III REMARKS
(FT) (FT) ::E
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4" Asphalt Pavement 0 Location: Myrtle Avenue;
Sta. 16+ 11; Offset 15' Right
9" Limerock Base ~gO of Baseline Construction
090
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ENGINEERING
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DRIGGERS
HAND AUGER BORING LOG
PROJECT: Myrue 1\venue uumy upgraoe CLIENT:
and Pavement Reconstruction Camp, Dresser & McKee, Inc.
Clearwater, Florida WATER TABLE: I DATE:
Project No.: DES 014332 6.6' 2/2/02
TECHNICIAN: DATE: I COMPLETION DEPTH:
B.B. 2/2/02 6,6'
LOCATION: TEST NUMBER:
See "Remarks" HA-47
...I
ELEV, DEPTH 0
DESCRIPTION In REMARKS
(FT) (FT) ::E
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en
3-1/2" Asphalt Pavement 0 Location: Myrtle Avenue;
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PROJECT:
TECHNICIAN:
LOCATION:
ELEV.
(FT)
Jones ;:,U'ee I'J pgraoe
and Pavement Reconstruction
Clearwater, Florida
Project No.: DES 014332
HAND AUGER BOmNG LOG
CLIENT:
WATER TABLE:
DATE:
Camp, Dresser & McKee, Inc.
I DATE:
5.2' 4/22/02
I COMPLETION DEPTH:
10.0'
B.D.lC.w.
4/22/02
TEST NUMBER:
HA-48
See "Remarks"
DESCRIPTION
DEPTH
(FT)
o
Dark brown organic Fine SAND
with roots (SP-SM)
Dark brown silty Fine SAND
and clayey Fine SAND (SM/SC)
Dark grayish-brown silty Fine SAND
with shell fragments (SM)
Gray sandy CLAY
with seams of brown Fine SAND (CH/SP)
Dark grayish-brown silty Fine SAND
with shell fragments (SM)
Dark grayish-brown silty Fine SAND
with roots (SM)
Dark gray silty Fine SAND
with shell fragments (SM)
Dark gray slightly silty Fine SAND
with shell fragments (SP-SM)
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REMARKS
Location: Jones Street;
Sta. 200+50; On Baseline Construction
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SUMMARY OF LABORATORY TEST RESULTS
-
-
- - -- - .. - - - - - .. - .-- -
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-
-
-
SUMMARY OF LABORATORY TEST RESULTS
ATIERBERG
BORING DEPTH DESCRIPTION W% l'd G, LIMITS P.P. V.C. CON G.S. ORG pH CI. S04 RES.
NO. (ft) (pel) (Isf) (%) (ppm) (ppm) (Ohm-crn)
LL PL SL
B-1 8.0' - 9.5' Light grayish-brown Fine SAND .
B-2 15.0' - 16.5' Gray slightly silty Fine SAND . 6.5 30 <50 4,400
B-4 12.0' - 13.5' Dark brown Fine SAND . .5
B-6 12.0' - 13.5' Greenish-gray clayey Fine SAND 22.9 40 20 ..
30.7
B-6 15.0' - 16.5' Greenish-gray clayey Fine SAND . 4.5 30 <50 6,100
B-8 10.0'-11.5' Brown slightly silty Fine SAND .
B-9 15.0' - 16.5' Dark brown Fine SAND . .7
B-10 12.0' - 13.5' Green sandy CLAY 24.9 62 22 ..
42.5
B-10 15.0' - 16.5' Green CLAY 5.4 15 <50 1,400
B-l1 5.5' - 6.0' Brown silty, clayey Fine SAND . 5.8 15 <50 3,800
B-l1 6.0' - 7.5' Grayish-brown silty, slightly clayey Fine SAND 20.8 NP NP ..
16.2
B-12 3.0' - 4.0' Black highly organic, sandy SlL T 28.9
B-13 \.2' - 3.8' Dark brown slightly organic Fine SAND 3.9
B-\3 12.0' - \3.5' Green CLAY 38.8 65 17 ..
68.2
B-14A 3.2' - 4.6' Dark brown highly organic, sandy SlL T 84.5
B-14A 6.0' - 6.5' Green CLAY 37.2 81 22 ..
62.3
B-16 7.8' - 8.8' Brown clayey Fine SAND 23.4 32 18 ..
24.9
W% Water Content Con. Consolidation Test CLIENT: Camp, Dresser & McKee, Inc.
T d (pcf) Diy Density G.S. (H) Grainsize Analysis (Hydrometer)
Gs Specific Gravity ORG. (%) Organic Content
LL Liquid Limit CI. (ppm) Total Chloride PROJECT: Myrtle Avenue Utility Upgrade &
PL Plastic Limit SO. (ppm) Total Sulfate Pavement Reconstruction; Clearwater, FL
SL Shrinkage Limit RES. (ohm-cm) Lab Resistivity
P.P. (tsf) Pocket Penetrometer . See Test Curves FILE: DES 014332
U.C. Unconfined Compression .. Percent Passing No. 200 Sieve
SUMMARY OF LABORATORY TEST RESULTS
ATfERBERG
BORING DEPTH DESCRIPTION W% ld G, LIMITS P.P. V.C. CON G.S. ORG pH CI. SO. RES.
NO. (ft) (pef) (Isf) ('Yo) (ppm) (ppm) (Obm-cm)
LL PL SL
B-18 8.0' - 9.5' Green silty, slightly clayey Fine SAND 29.6 NP NP ..
16.0
B-20 8.0'-9.5' Dark brown Fine SAND with trace of finely divided . 1.3 6.7 22.5 <50 6,900
organie material
B-2 I 12.0' - 13.5' Dark brown Fine SAND with trace of finely divided . 1.7
organic material
W% Water Content Con. Consolidation Test CLIENT: Camp, Dresser & McKee, Inc.
1 d (pet) Dry Density G.S. (H) Grainsize Analysis (Hydrometer)
Gs Specific Gravity ORG. (%) Organic Content
LL Liquid Limit Cl. (ppm) Total Chloride PROJECT: Myrtle A venue Utility Upgrade &
PL Plastic Limit SO. (ppm) Total Sulfate Pavement Reconstruction; Clearwater, FL
SL Shrinkage Limit RES. (ohm-cm) Lab Resistivity
P.P. (tst) Pocket Penetrometer . See Test Curves FILE: DES 014332
U.C. Unconfined Compression .. Percent Passing No. 200 Sieve
-
-
-
-
.. -
-
-
-
-
-
-
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-
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SUMMARY OF LABORATORY TEST RESULTS
ATTERBERG
BORING DEPTH DESCRIPTION W% Yd G. LIMITS P.P. V.C. CON G.S. ORG pH CI. S04 RES.
NO. (ft) (pel) (tsl) (%) (ppm) (ppm) (Ohm-cm)
LL PL SL
B-23 3.1-3.8 Dade brown highly organic Sll.. T (Muck) 29.0
B-24 3.44.0 Dade brown highly organic Sll..T (Muck) 37.2
B-24 8.0-9.5 Grayish-brown slightly silty Fine SAND .
B-26 4.0-5.5 Dade brown Fine SAND . 3.5
with finely divided organic material
B-26 10.0-11.5 Grayish-brown silty, slightly clayey Fine SAND NP NP .
B-28 6.0-7.5 Dade brown Fine SAND . 2.9
with finely divided organic material
B-28 8.0-9.5 Green sandy CLAY 30.1 63 18
B-3 I 12.0-13.5 Brown Fine SAND .
B-32 8.0-9.5 Brown Fine SAND .
B-33 1.3-2.3 Dade brown organic Fine SAND 5.5
B-33 8.0-9.5 Dade gray slightly silty Fine SAND with shell fragments .
B-34 4.7-6.0 Gray silty, slightly clayey Fine SAND 22 18 .
B-34 8.0-9.5 Green sandy CLAY 17.9 52 17
B-34 12.0-13.5 Green CLAY 42.2 84 22
B-35 6.0-7.5 Green CLAY 61.9 81 22
B-36 12.0-13.5 Brown Fine SAND with shell fragments .
W% Water Content Con. Consolidation Test
Y d (pet) Dry Density G.S. (+1) Grainsize Analysis (Hydrometer)
Gs Specific Gravity ORG. (%) Organic Content CLIENT: Camp Dresser & McKee, Inc.
LL Liquid Limit Cl. (ppm) Total Chloride
PL Plastic Limit SO. (ppm) Total Sulfate PROJECT: Myrtle Avenue Utility Upgrade
SL Shrinkage Limit RES. (ohm-cm) Lab Resistivity & Pavement Reconstruction, Clearwater, Florida
P.P. (tsf) Pocket Penetrometer . See Test Curves FILE: DES 014332
U.C. Unconfined Compression .. Percent Passing No. 200 Sieve
SUMMARY OF LABORATORY TEST RESULTS
ATTERBERG
BORING DEPTH DESCRIPTION W% Id G, LIMITS P.P. V.C. CON G.S. ORG pH CI. SO. RES.
NO. (ft) (pet) (1st) (%) (ppm) (ppm) (Ohm-em)
LL PL SL
HA-I 1.0' - 2.7' Light gray Fine SAND . 6.2 30 50 18,000
HA-3 0.6' - 4.5' Tan Fine SAND .
HA-5 0..8' - 4.5' Brown Fine SAND . 7.5 IS <50 20,500
HA-8 1.9'-3.5' Light gray Fine SAND .
HA-I0 0.8' - 5.2' Brown slightly silty Fine SAND with Iimerock fragments .
HA-16 1.2' - 3.2' Dark grayish-brown silty Fine SAND . 7.0 30 70 1,750
HA-17 0.9' - 2.5' Dark brown silty Fine SAND with trace limerock .
fragments
HA-19 3.7' - 5.6' Dark brown Fine SAND . .9 7.0 IS <50 2,150
HA-21 1.2'- 2.2' . Dark brown silty Fine SAND .
HA-22 1.1' - 2.8' Dark brown Fine SAND with finely divided organic 3.0
material
HA-25 1.7'-2.2' Brown slightly silty Fine SAND .
HA-26 4.2'-6.1' Brown silty, slightly clayey Fine SAND NP NP ..
17.1
HA-30 5.5' - 6.0' Dark brown organic silty Fine SAND with roots .. 6.9 6.9 22.5 <50 7,000
23.8
HA-31 5.4' - 6.4' Dark brown to black fibrous organic SILT with roots 503.4 90.4
(peat)
HA-31 8.0' - 8.6' Dark brown to black highly organic, sandy, clayey SILT 54.4 11.2
HA-35A 5.7' - 6.0' Dark brown to black fibrous organic SILT (peat) 217.6 66.2
HA-35A 9.8' - 10.0' Dark brown to black highly organic, sandy, clayey SILT 53.] 12.7
HA-37 1.3' - 2.6' Grayish-brOwn slightly silty Fine SAND with shell .
fragments
HA-39A 3.4' - 4.0' Dark brown highly organic, sandy SILT 52.4 13.3
W% Water Content Con. Consolidation Test
1 d (pel) Dry Density G.S. (H) Grainsize Analysis (Hydrometer)
Gs Specific Gravity ORG. (%) Organic Content
LL Liquid Limit CI. (ppm) Total Chloride
PL Plastic Limit SO, (ppm) Total Sulfate
SL Shrinkage Limit RES. (ohm-cm) Lab Resistivity
P.P. (tsl) Pocket Penetrometer . See Test Curves
U.c. Unconfined Compression .. Percent Passing No. 200 Sieve
- - - .. ... - - - - - -
CLIENT:
Camp, Dresser & McKee, Inc.
PROJECT:
Myrtle A venue Utility Upgrade &
Pavement Reconstruction; Clearwater, FL
FILE:
DES 014332
-
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GRAINSIZE ANALYSES
Driggers Engineering Services Incorporated
DRIGGERS ENGINEERING SERVICES, INC.
us......, S- 0pen0lIp in IlIcIleI
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100 50
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Grein Size in Millimeters
SAND
0.05
0.01 0.005
100
0.001
~
GRAVEL
SILT Of CLAY
COIfse r In~
umber Depth
Natural L L
Moisture
P.L P.I.
Classification
eLl ENT:
PROJECT:
Camp, Dresser & McKee, Inc.
Myrtle Avenue Utility Upgrade &
Pavement Reconstruction
Clearwater, FL
DES 014332
B-1 8.0' - 9.5'
Light grayish-brown Fine SAND
FILE:
-
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Grain Size in Millimeters
SAND
SILT or CLAY
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GRAVEL
COIf" FIne
umber Depth
Natura'
Moisture
CLIENT:
PROJECT:
Camp. Dresser & McKee. Inc.
Myrtle Avenue Utility Upgrade &
Pavement Reconstruction
Clearwater. FL
Classification
P. L P.1.
LL
B-2 15.0' - 16.5'
Gray slightly silty Fine SAND
FILE:
DES 014332
-
10
20
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Grain Size in Millimeters
SAND
SILT or CLAY
~
GRAVEL
COIfW 'ont
umber
Depth
Natural
MoKture
Camp, Dresser & McKee, Inc.
Myrtle Avenue Utility Upgrade &
Pavement Reconstruction
Clearwater, FL
FILE: DES 014332
P. L P.1.
Classification
LL
a..IENT:
PROJECT:
6-4
Dark brown Fine SAND
12.0' - 13.5'
-
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20
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DRIGGERS ENGINEERING SERVICES, INC.
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U, S Stanclarll Sieve Numbers
H,lInIlnIW
100
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20
10
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100
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50
10
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Grain Size in Millimeters
SAND
SilT or CLAY
~
GRAVEL
C""oe
fIn'
umber
Depth
Natural
Moisture
a. I ENT:
Camp, Dresser & McKee, Inc.
Classification
P. I.
P.L
Ll.
6-6 15.0' - 16.5'
Greenish-gray clayey Fine SAND
PROJECT: Myrtle Avenue Utility Upgrade &
Pavement Reconstruction
Clearwater, FL
FILE:
DES 014332
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10
20
30
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Grain Size in Millimeters
SAND
SILT or CLAY
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eo.'H' r In!
umber
Depth
Natural
Moisture L L
a.. lENT:
PROJECT:
Camp, Dresser & McKee, Inc.
Myrtle Avenue Utility Upgrade &
Pavement Reconstruction
Clearwater, FL
Classification
P.L P.I.
B-8
10.0' - 11.5'
Brown slightly silty Fine SAND
FILE:
DES 014332
-
... -
-
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30
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DRIGGERS ENGINEERING SERVICES. INC.
U. 5 St.I...., SioNe Open,n.. in Inc....
U. 5 5tandar' Sieve Numbers
HydIOlMtet
30
3 2 ~ I I J J 4 6 10 "" 20 30 to 50 70 100 140 10
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20
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100
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Grain Size in Millimeters
SAND
50
0.01 0.005
10
~
GRAVEL
SilT or C~Y
Co,rse Fine
umber
Dept h
Natura' L l P. L P. I.
Moisture .
CliENT: Camp, Dresser & McKee, Inc.
PROJECT: Myrtle Avenue Utility Upgrade &
Pavement Reconstruction
Clearwater. FL
Classification
8-9
Dark brown Fine SAND
15.0' - 16.5'
FILE:
DES 014332
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10
20
30
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80
90
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DRIGGERS ENGINEERING SERVICES, INC.
u S S........ SioM Opentnp in Inches
u. S S"ndard Sieve Numbers
H,d1lllMler
30
, 2 I~ I I j , 4 , 10 4 .& 20 30 40 50 70 100 140
, I ~ ~ TT
~.
\
\
1
\
\
-- - \
\
-
.
-
-
I
;
I
100
90
80
70
t
ii60
~
>-
.<>
~ 50
iO:
"E
..
~ 40
~
20
10
o
100
0.05
0.01 0.005
10
5
0.5 01
Grain Size in Millimeters
SAND
SilT or CLAY
50
=1
GRAVEL
COirse fin'
umber
Otpt h
Natural
Moisture
Camp, Dresser & McKee, Inc.
Classification
P.I.
P.L
a. I ENT:
LL
B-11
Brown silty, clayey Fine SAND
PROJECT: Myrtle Avenue Utility Upgrade &
Pavement Reconstruction
Clearwater, FL
5.5' - 6.0'
FILE:
DES 014332
-
- --
-
-
-
-
-
-
-
--
-,
-
\00
0.00\
-
o
\0
20
30
E
..
40 i
];
ai
50 f
~
u
"E
60 ..
u
ai
0..
70
80
90
-
-
-
-
-
-
-
-
-_L~ __.!fII =:P E=;,~
-
-
-
-
~
k:..L......_~ _
DRIGGERS ENGINEERING SERVICES, INC.
U 5 SIa....,d S- O,*""p in Inchn
U 5 SWncY,d Sieve Numbers
HydIGfMler
10
3 Z I~~ I f 4 3 4 , 10 I. I. ZO 30 40 50 70 100 140 In
I I 1 - ~: I , J
\
\
\
,
~
- ,
- \
\ I -
:l" .
100
90
80
70
E
III
ii60
~
>-
.c
~ 50
ii:
C
II
~ 40
II
Q.
30
20
o
100
0.05
O.ol
0.005
10
5
05 01
Grain Size in Millimeters
SAND
SilT or CLAY
50
~
GRAVEL
C""H
fIne
umber
Depth
Natural
Moisture
Camp, Dresser & McKee, Inc.
ClassifICation
Dark brown Fine SAND with trace of
finely divided organic material
P. I.
P.L
LL
CLIENT:
PROJECT: Myrtle Avenue Utility Upgrade &
Pavement Reconstruction
Clearwater, FL
6-20 8.0'- 9.5'
FILE:
DES 014332
-
.. -
o
10
20
30
E
III
40 ~
J;
~
50 ~
l!l
u
C
60 II
U
W
0..
70
80
90
100
0.001
-
-
umber
B-21
DRIGGERS ENGINEERING SERVICES, INC.
U S Sl8ncllrd Siww Openonp 1ft Inc,,"
U. S SIMArd Siew Numbers
3 2 I~ I I l 3 4 6 10 14 16 20 30 40 50 70 100 140
I 1 I . ...: .
\
\
,\
\
-
\
- \
!
.
i
100
90
80
70
.E
..
'ii 60
~
r.
~ 50
i&:
c
..
~ 40
,r
30
20
10
o
100
50
10
5
~
GRAVEL
Depth
Natural
Moisture
LL
P.L
P.I.
~
0.05
0.01
05 01
Grain Size in MIllimeters
SAND
C~rH
Classification
Fine
Dark brown Fine SAND with trace 0
finely divided organic material
12.0' - 13.5'
-
-
-
-
-
-
-
-
-
0.005
SILT or Cl..\Y'
CLIENT:
Camp. Dresser & McKee. Inc.
PROJECT: Myrtle Avenue Utility Upgrade &
Pavement Reconstruction
Clearwater. FL
FILE:
DES 014332
-
-
-
-
-
o
10
20
30
.E
..
40 i
,..
SI
.
50 f
lJ
u
C
60 ..
u
~
70
80
90
100
0.001
-
--
- - - ~ ,.. - .. - - - - . - .. .. ,".p .. - -. ..
,.,-.~,-"""
DRIGGERS ENGINEERING SERVICES, INC.
U. S Slandalrd s.... Open.np in Inc....
U. S Standard Siew Numben
H,d1lNMlllr
30
1 2 ~ \ I l J . 6 \0 ... .& 20 10 40 50 10 \00 \40
I I , I ........... , . I I
"
'\
\
\
\
'"'
. "
- ,
\
\
,
.
\
.
I
if
100
90
80
70
~
...
. ii fiO
~
>-
.a
~ 50
~
C
..
~ 40
rt
20
10
o
100
0.05
0.5 0.\
Grllin Size in Millimeters
SAND
0.0\ 0.005
10
5
50
~
GRAVEL
SILT or C~Y
Ca,rw f ,ne
umber
Depth
Natural
Moisture
CLIENT:
PROJECT:
Camp Dresser & McKee, Inc.
LL
P. L
P.I.
Classification
Myrtle Avenue utility Upgrade
& Pavement Reconstruction,
Clearwater, Florida
B-24
8.0' - 9.5'
Fine
FILE:
DES 014332
o
10
20
30
-
z:.
...
40 ~
~
50!
3
u
i:
60 ..
l:!
..
~
70
80
90
100
0.001
DRIGGERS ENGINEERING SERVICES, INC.
u S StMMWd SioIW Opent"ll in Inclles
U. S S......d Sieoe Numllets
H,d.........
30
3 2 I~ I I i 3 4 6 10 14 16 20 ]0 40 !lO 70 100 140
, I , . I , I
.....
\
\
\
\
\
\
.
.
\
- \
'.
I .
II
100
90
80
70
1:
..
'0; 60
~
:li
~50
~
1:
-
~ 40
t
20
10
o
100
0.05
0.01
0.5 01
Grain Size in Millimeters
SAND
0.005
10
5
50
~ GRAVEL
umber Depth Natural LL P. L P.I.
Moisture
8-26 4.0' - 5.5'
SILT or CLAY
Co.I'H
r,,,.
CLIENT:
Camp Dresser McKee. Inc.
Clusification
ne
divided organic material
PROJECT: Myrtle Avenue Utility Upgrade
& Pavement Reconstruction.
Clearwater. Florida
FILE: DES 014332
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
10
20
30
1:
..
40 ~
:li
50 ~
8
1:
60-
u
~
100
0.001
-
o
70
80
90
-
-
- - - - ,- - - - - - - - - .. - ,'.. - - ..
----.-.- .<oy,-..::;j "",,~.J
DRIGGERS ENGINEERING SERVICES, INC.
U S S......d S40M Opemn.. in Inc,,"
U S Standard Sieve Numbers
............
20
J J I-~ I J 4 J 4 6 10 .4 16 JO JO 40 50 70 100 140 M
I I . r--. , T
......
........
....
,
\
\
\
.
- \
\
\
,
,
.
-
.
--,
I -
Ii
100
90
80
70
.E
III
'OJ tiO
~
>-
.&J
~ 50
i<:
C
II
~ 40
~
30
10
o
100
0,05
0,01 0,005
10
5
0,5 0,1
Grain Size in Millimeters
SAND
SILT or CLAY
50
~
GRAVEL
COIrse r In,
umber
Depth
Natural
Moisture
CLIENT:
Camp Dresser & McKeel Inc.
P.1.
Classification
LL.
P. L
PROJECT: Myrtle Avenue utility Upgrade
& Pavement Reconstruction,
Clearwater, Florida
8-26
10.0' - 11.5'
FILE:
DES 014332
o
10
20
30
.E
III
40 j
>-
.&J
50 ~
l!
u
C
tiO ~
i
70
80
90
\00
0,001
-
-
DRIGGERS ENGINEERING SERVICES, INC.
U S S18ndwd SioM Openo.... in Inches
U. S SlMdard s;e.. Numllen
..,.......
30
3 2 I. 1 J i 3 4 . 10 ..." 2D 3D 40 50 70 100 140
I I -. . . I II
.......
"-
\
\
\
\
- \
.
\
\
\
\
\
- \
.
-
I . -
I
100
90
80
70
-
.r.
..
'ij 60
~
>-
Q
~ 50
ii:
C
..
~ 40
rt
20
10
o
100
0.05
0.5 0.1
Grain Size in Millimeters
SAND
0.01
5
0.005
50
10
~
GRAVEL
SILT or CLAY
Coar..
r,oe
umber
Depth
Natural
Moisture
CLIENT:
Camp Dresser & McKee. Inc.
P. L P.I.
Classification
LL
material
PROJECT: Myrtle Avenue Utility Upgrade
& Pavement Reconstruction,
Clearwater, Florida
B-28
6.0' -7.5.
FILE: DES 014332
-
-
-
-
-
-
-
-
-
-
-
-
-
-
o
10
20
30
1:
..
40 ~
1;
..
..
50 C
3
u
C
60 ~
:f
70
80
90
100
0.001
-
- -
-
-
-
- . - ...... 7"'" c:1II
_,""_,_.__./ ;"'_~_<h,..~,,4 ."".,.~_ __.......
.. --
~ ~,~.'"'-'
..
-
-
-
-
DRIGGERS ENGINEERING SERVICES, INC.
U, S St8....d Si.Ne Open.np in Inc....
U, S Standard Sieve Numllen
H,d1lllMler
10
3 2 ,~ I I j 3 4 6 10 ,. '6 20 30 40 50 70 100 140 2lI
, I' I I " I-f- I , , I I'
1-.
"\
'.
.
\
,
1\ '
- \
\
\
~
\
\
- \
\
\
.-
I I .
100
90
80
70
1:
till
'OJ 60
~
>-
&>
~ 50
i&:
'E
..
~ 40
rf.
30
20
o
100 50
5
10
0.5 0.1
Grain Size in Millimeters
SAND
0.05
0.01 0.005
~
GRAVEL
SILT or CLAY
Co,rse r In.
umber
Depth
12.0' - 13.5'
Natural
Moisture
Classification
Camp Dresser & McKee, Inc.
CLIENT:
PROJECT:
P, I.
P.L
Ll.
Myrtle Avenue utility Upgrade
& Pavement Reconstruction,
Clearwater, Florida
B-31
Brown Fine SAND
FILE:
DES 014332
-
-. ..
o
10
20
30
-
z:.
till
40 I
~
50 ~
lJ
u
'E
60 ..
u
l
70
80
90
100
0.001
DRIGGERS ENGINEERING SERVICES, INC.
U S SllInoW" so.w O,*".... in Inches
U S St......'d Sieoe Numbets
~1OIMter
3 2 I-~ 1 J P4 3 . 6 10 ,. .11 20 30 60 50 70 tOO 160
1 I , ,
-.
"
\
\
\
.
\
1
\
\
- \
\
.
.__.
-
.
100
90
80
70
l:
III
ii60
~
];
~ 50
i&:
c
..
~ 4;)
l!.
30
20
10
o
100
0.05
0.01
0.005
50
10
5
0.5 0.1
Grain Size in Millimeters
SAN 0
SILT or CLAY
~ GRAVEL
umber Dlpt h Natur.1 LL P. L P. I.
Moisture
B-32 8.0' - 9.5'
c..,se
fine
Camp Dresser & McKee, Inc.
Classification
CLIENT:
PROJECT:
Myrtle Avenue Utility upgrade
& Pavement Reconstruction,
Clearwater, Florida
Brown Fine SAND
FILE:
DES 014332
-
-
-
-
-
-
-
..
-
-
-
-
-
-
-
-
o
10
20
30
E
III
40 ~
];
..
..
50 f
~
o
C
60 ..
~
l!.
70
80
90
100
0.001
-
-
-
-
-
- ..
-
-
.. ~4~";'.'" ~~ h. .. I
-
-
-
-
.. -
, _.a...._n.~...;
-
DRIGGERS ENGINEERING SERVICES, INC.
U 5 SDndIrd sw.. ()pentnp in Inc,,"
u. S Standard SiIoe NumllerI
"'1llnMW
10
3 2 ,~ I I 3 4 6 10 '4 ." 20 30 40 50 70 100 140 ..
, I .. -.1. .-. I
.
....
\
\
.
\
\
-
\
.
\
- \
- '\
.
II .
100
90
80
70
1:
...
ii60
:t
>-
SJ
~ 50
iA:
C
II
I:! 40
~
30
20
o
100
0.05
0.01 0.005
10
5
05 01
Grain Size in. Millimeters
SAND
SILT or CLAY
50
~
GRAVEL
C~rH fIne
umber
Depth
Natural
Moisture
CLIENT:
PROJECT:
Camp Dresser & McKee. Inc.
Myrtle Avenue utility Upgrade
& Pavement Reconstruction,
Clearwater, Florida
LL
P.L
P.I.
Classification
B-33
Oar gray slightly silty Fine SAND
with shell fra ments
8.0' - 9.5'
FILE:
DES 014332
-
o
10
20
30
1:
..
40 ~
~
t
5O~
21
u
C
60 II
U
~
10
80
100
0.001
-
..
90
DRIGGERS ENGINEERING SERVICES, INC.
U 5 Sl8ndlrd S- 0........15 in Inchn
U. 5 StanclMcl Sieve Numllen
~
J;
J 2 ,~ I I J J 4 6 10 ,. '" 20 )0 40 50 70 100 140
, I I ....... T , ,
.....
-\
\
Y
1
\
\
-
.
-
.
----
I -
,I
100
90
so
70
E
1II
'.. 60
~
~
~ 50
ii:
c
.
~ 40
l.
30
20
10
o
100
0.05
0.01
0.5 0.1
Grain Size in Millimeters
SAND
0.005
10
5
50
=1
GRAVEL
SILT or CLAY
Coarse
fine
umber
Depth
Natura'
Moisture
PROJECT: Myrtle Avenue utility Upgrade
& Pavement Reconstruction.
Clearwater. Florida
P. I.
Classification
CLIENT:
Camp Dresser & McKee. Inc.
LL
P.L
B-34
y.
slightly clayey Fine SAND
4.7' - 6.0'
FILE: DES 014332
-
-
-
..
-
-
-
-
-
..
-
-
-
-
-
-
10
20
30
1:
1II
40 ~
];
t
50 ~
3
u
C
60 ~
.f
70
eo
100
0.001
-
o
90
-
..
-
..
..
. ___~ L::~~ .~..~. -
-
-
-.-
,-
L.".,J
..
-
'..
-
DRIGGERS ENGINEERING SERVICES, INC.
U, 5 Slandwll SWw Opemn.. in Inc....
U. 5 Sl.mt.,cf Sieve Numllen
~
'E
..
~ 40
3:.
3 2 I. I J l 3 4 6 10 .. '" 20 30 .0 50 70 100 1.0
I' '\ I , , I
.
1\
.
......... ......
-
. -
.
'"
".
\
\
\
\
\
\
\
- \
.
--
I I .
100
90
80
70
-
.c
III
'w 60
~
>-
S>
i 50
iO:
30
20
10
o
100
0.05
0.01
0,005
10
5
0.5 0.1
Grain Size in Millimeters
SAND
SILT Of CLAY
50
~
GRAVEL
C<IOIW
rlne
umber
Depth
Natural
Moisture
CLIENT:
Camp Dresser & McKee. Inc.
LL
P.L
P. I.
ClassifICation
B-36
12.0' - 13.5'
Brown Fine SAND with shell fragments
PROJECT: Myrtle Avenue Utility Upgrade
& Pavement Reconstruction,
Clearwater, Florida
FILE:
DES 014332
-. ..
o
10
20
30
]:
III
40 i
J;
5O~
8
'E
60 ..
u
cr
70
80
90
100
0.001
-
-
DRIGGERS ENGINEERING SERVICES, INC.
us........ SWwe Openonp ill IncIln
u. S $t8ndWlI s... IlumlIerI
~
10
J J ~~ I I ~ J .. . 10 '.I ,I. JO III <<I 50 10 100 1<<1 IIlI
II I , . . ,
-
\
~
"
-.
\"
"\
-
-
.- "\
\ I
'.,-+- .
100
90
80
70
1:
.
'. 110
~
J;
i50
i&:
-
c
.
~4:)
~
30
20
o
100 50
0.05
0.01 0.005
10
5
0.5 01
Grein Size in Millimeters
SAND
SILT or CLAY
~
GRAVEL
Coarse f 1ft'
umber
Depth
Neturel
Moisture
CLIENT:
Camp, Dresser & McKee, Inc.
CIIssiflcetion
P.1.
P.L
LL.
HA-1 1.0' - 2.7'
Light gray Fine SAND
PROJECT: Myrtle Avenue Utility Upgrade &
Pavement Reconstruction
Clearwater, FL
FILE:
DES 014332
-
-
-
-
-
-
-
-
-
-
-
-
-
-
30
100
0.001
-
o
10
20
it
40f
J;
50!
8
C
110-
~
~
70
80
90
-
-
-
-
- -,-"-
-
- ....""^'..
-~ ,:.~,,:d 'i,;...<.;;........__d
-
-
-
-
..
-
....."....,~::.
DRIGGERS ENGINEERING SERVICES, INC.
u S se-wd !IioM Openonp in Inc....
u. s SQttUrd SiIw N--.s
11)4I~
30
J J I~ I f . J . . 10 .. ,& 20 JO . 50 70 IDO I. III
, I' , . - -; . .--.
~
\
~
.,
\
\
-
-
\
- ,- I
~ ~.
I
100
90
80
70
-
.l:-
.
~liO
1;
~50
i&:
C
.
I:! 40
l
20
10
o
100
0.05
0.01
0.005
0.1
50
10 ~ o.~
Grain Size in Millimeters
GRAVEL SAND
Coa... fin'
Natural L L. P.L P.I. Classification
Moisture
Tan Fine SAND
CLIENT: Camp, Dresser & McKee, Inc.
PROJECT: Myrtle Avenue Utility Upgrade &
Pavement Reconstruction
Clearwater, FL
~
SILT or CLAY
umber
Depth
HA-3 0.6' - 4.5'
FILE:
DES 014332
-
10
20
30
f.
Ii
40~
1;
5O~
8
100
0.001
-
..
o
C
60 ~
:.
70
10
90
DRIGGERS ENGINEERING SERVICES. INC.
u s $t8MIr' SioM 0pItllIIII in IncIlII
u. s $t8lMWcI SiM ~
.............
J I ~~. 1 J ""l" J . . 10 ." .Il 10 JO " 50 70 100 140
, I . . , . I
- ~.
\
\
\
~
.
\
\
-
-
.
--\ I
:~.
o
100
10
go
20
eo
30
70
E
..I
J;
50!
a
E
.
'iI 60
~
J;
!5O
~
'C
60.
u
i
'C
.
t! 40
~
30
20
10
o
100 50
0.5 0.1
Grain Size in Millimeters
Coorse SAND I font
0.05
0.01 0.005
\00
0.001
10
5
~
GRAVEL
SILT or CLAY
umber Depth
Natura'
Moisture L L.
CLIENT: Camp. Dresser & McKee. Inc.
PROJECT: Myrtle Avenue Utility Upgrade &
Pavement Reconstruction
Clearwater. FL
P. L P.1.
Classification
HA-5 0.8' - 4.5'
Brown Fine SAND
FILE:
DES 014332
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
70
80
90
-
..
-
-
,-
.
-
.- .."__ C'"
,,_~____, '~__~""_^_"''; ,,~~ "i~;
-
-
-
-
-.-
-
'..
DRIGGERS ENGINEERING SERVICES, INC.
u. s ~.. Sioow 0llIftIIIII in Inc....
u. s StandItd s-.. .........
..,......,
30
3 I I~ I ~ 3 . , 10 ,. '6 10 30 40 !IO ~ 100 140
I I I - .... . , I
\
\
\
\
\
\
-
.
\
\. I
','1- .
100
90
80
70
~
..
'ii 60
~
>-
...
!50
i&:
C
.
I:! 40
~
20
10
o
100 50
0.05
0.01 0.005
10
5
0.5 0.1
Grlin Size in Millimeters
SAND
SILT or CLAY
=1
GRAVEL
Coarse Fine
umber
Depth
Nlturll
Moisture L L
P. L P.1. CllssiflCation
CLIENT:
PROJECT:
Camp, Dresser & McKee, 'Inc.
Myrtle Avenue Utility Upgrade &
Pavement Reconstruction
Clearwater, FL
HA-8
1.9' - 3.5'
Light gray Fine SAND
FILE:
DES 014332
-
10
20
30
fa
40 j
1;
50~
8
100
0.001
-~
-
o
..
c
60-
u
l
70
80
90
-
-
DRIGGERS ENGINEERING SERVICES, INC.
u s StMdR SioM 0pellIllp In Inc....
U. 5 SmMIInI SiIoe N.......,
II)4lwm&tIr
lOll
3 I I. I J j 3 4 , 10 I. "' 10 30 to 50 10 100 I.
I I ...L . ,
.
.
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L L.
P.L
Classification
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with limerock fra ments
P.1.
CLIENT:
PROJECT :
Camp. Dresser & McKee. Inc.
Myrtle Avenue Utility Upgrade &
Pavement Reconstruction
Clearwater. FL
HA-10 0.8' - 5.2'
FILE: DES 014332
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CliENT: Camp, Dresser & McKee, Inc.
PROJECT: Myrtle Avenue Utility Upgrade &
Pavement Reconstruction
Clearwater, FL
HA-1 1.2' - 3.2'
Dark grayish-brown silty Fine SAND
FILE:
DES 014332
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Depth
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LL
P.L
P.1.
Classification
Dark brown silty Fine SAND with
trace limerock fra ments
PROJECT:
Camp, Dresser & McKee; Inc,
Myrtle Avenue Utility Upgrade &
Pavement Reconstruction
Clearwater, FL
FILE: DES 014332
a..IENT:
0.9' - 2.5'
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umber
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Moisture .
Classification
CLIENT: Camp, Dresser & McKee, Inc.
PROJECT: Myrtle Avenue Utility Upgrade &
Pavement Reconstruction
Clearwater, FL
HA-19 3.7' - 5.6'
Dark brown Fine SAND
FILE:
DES 014332
-
-
DRIGGERS ENGINEERING SERVICES, INC.
U $ ...... S- Openonp in IIlC....
U. $ $mIdard ~ NumMn
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fine
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umber Depth
HA-21 1.2' - 2.2'
Natural L L
Moisture
CLIENT:
PROJECT:
Classification
Camp, Dresser & McKee, Inc.
Myrtle Avenue Utility Upgrade &
Pavement Reconstruction
Clearwater, FL
FILE: DES 014332
P.L P.1.
Dark brown silty Fine SAND
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umber
Depth
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Moisture
Camp, Dresser & McKee, Inc.
Myrtle Avenue Utility Upgrade &
Pavement Reconstruction
Clearwater, FL
P.L P.l.
LL
Classification
a. I ENT:
PROJECT:
HA-25
Brown slightly silty Fine SAND
1.7' - 2.2'
FILE:
DES 014332
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DRIGGERS ENGINEERING SERVICES, INC.
u S StMdItll S- 0pen0llCI in Indlft
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umber
Depth
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MOisture
P.L
P.1.
HA-3
1.3' - 2.6'
Classification
Grayish-brown slightly silty Fine
SAND with shell fragments
CLIENT:
PROJECT:
Camp,. Dresser & McKee, Inc.
Myrtle Avenue Utility Upgrade &
Pavement Reconstruction
Clearwater, FL
FILE:
DES 014332
-
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RESULTS OF LIMEROCK BEARING RATIO TESTS
Driggers Engineering Services Incorporated
103
8
9
10
11 12 13
MOISTURE CONTENT. %
14
15
16
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L1MEROCK BEARING RATIO
1000
JOB NO.: DES 014332
PROJECT: Myrtle Avenue
CLIENT: Camp, Dresser & McKee
LOCATION: Station 40 + 61
MATERIAL DESC: Brown Fine SAND with
trace of Iimerock fragments
~ V"" r+---- IMAX. L.B.R. = 15 I
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110
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Grain Size in Millimeters
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=,
GRAVEL
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C"'M
umber Depth
Natural L L
MOISture
CLI ENT:
PROJECT:
Camp,; 'Dresser & McKee, I nc.
Myrtle Avenue Utility Upgrade
& Pavement Reconstruction
Clearwater, Florida
B-17 Si"a. 40+61
P. L P. I. C~ssification
Brown Fine SAND with trace of
limerock fra ments
FILE: DES 014332
-
-
o
C
60 ~
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70
80
90
z
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L1MEROCK BEARING RATIO
I
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I
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I
I
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1000
JOB NO.: DES 014332
PROJECT: Myrtle Avenue
CLIENT: Camp, Dresser & McKee
LOCATION: Station 79 + 12
MATERIAL DESC: Dark Brown Fine SAND
with finely divided organic material
/ ~ -- IMAX. L.B.R. -13 I
I
10
8
9
10
11
12
13
14
15
16
A T-1RO
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I,MAX. DENSITY= 105.0 pet
OPT. MOISTURE= 12.8 %
100
8
11 12 13
MOISTURE CONTENT - %
15
16
14
9
10
By:
-
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s-o
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30
80
20
90
10
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100
50
10
5
0.5
Grain Size in Millimeters
~ GRAVEL L SAND
CO.lIH fin'
umber Depth Natural LL P. L P.I. ClassifICation
Moisture
Dark brown Fine SAND with finely
8-22 Sta. 79+12 divided organic material
SILT or CLAY
CLI ENT:
PROJECT:
Camp, Dresser & McKee, Inc.
Myrtle Avenue Utility Upgrade
& Pavement Reconstruction
Clearwater, Florida
FILE:
DES 014332
z
0
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1000
JOB NO.: DES 014332
PROJECT: Myrtle Avenue
CLIENT: Camp, Dresser & McKee
LOCATION: Station 120 + 62
MATERIAL DESC: Gray Fine SAND
..
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./ -- ~ fMAX. L.B.R. = 16 I
T
10
8
12
13
14
15
16
10
11
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106
105
104
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MAX. DENSITY= 105.3 pet
OPT. MOISTURE= 12.5 %
99
8
14
15
16
9
10
11 12 13
MOISTURE CONTENT - 0/0
By:~gZ2~~
. Construction Services Manager
-
-
-
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Grain Size in Millimeters
o
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Coa." Fine
umber Depth Natural LL P.L P. I. Classification CLI ENT:
MOisture
Sta. 120+62 Gray Fine SAND PROJECT:
HA-8
SILT or CLAY
Camp, Dresser & McKee, Inc.
Myrtle Avenue Utility Upgrade
& Pavement Reconstruction
Clearwater, Florida
FILE:
DES 014332
-
-
o
20
30
1:
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40 ~
>-
J:J
t
50 C
3
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L1MEROCK BEARING RATIO
I
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I
I
I
I
I
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1000
JOB NO.: DES 014332
PROJECT: Myrtle Avenue
CLIENT: Camp, Dresser & McKee
LOCATION: Station 100 + 61
MATERIAL DESC: Dark Grayish-Brown
silty Fine SAND
---- ~
----- ...... ~
.---
~ 1-0..
IMAX. L.B.R. = 36
10
8
14
15
16
12
13
10
11
9
112
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OPT. MOISTURE= 12.3 %
111
110
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106
105
8
14
15
16
9
10
11 12 13
MOISTURE CONTENT - %
BY:~~~
Constructio Services Manager
-
-
-
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-
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DRIGGERS ENGINEERING SERVICES, INC.
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Grain S.ze in Millimeters
SAND
SILT Of CLAY
~
L
CoarH
fin.
GRAVEL
umber
Depth
Natural
MOisture
CLIENT:
PROJECT:
Camp~ Dresser & McKee, Inc.
Myrtle Avenue Utility Upgrade
& Pavement Reconstruction
Clearwater, Florida
LL
P.L
P.1.
Classification
HA-1
sta. 100+61
Dark grayish-brown silty Fine
D
~.
FILE:
DES 014332
-
-
o
C
60 ~
t
70
80
90
99
10
11
12
13 14 15
MOISTURE CONTENT. %
16
17
18
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
L1MEROCK BEARING RATIO
1000
JOB NO.: DES 014332
PROJECT: Myrtle Avenue
CLIENT: Camp, Dresser & McKee
LOCATION: Station 131 + 12
MATERIAL DESC: Light Gray Fine SAND
~ ... ~
..-..- ~ IMAX. L.B.R. = 20 I
z
0
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13
14
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16
17
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106
100
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OPT. MOISTURE= 12.7 %
105
104
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Grain Size in Millimeters
SAND
SILT Of CLAY
~
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L
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flf\e
Natural
Moisture
Camp, Dresser & McKee, Inc.
Myrtle Avenue Utility Upgrade
& Pavement Reconstruction
Clearwater, F lor,j:da
Classification
CLIENT:
PROJECT:
LL
P,L
P. I.
umber Depth
Light gray Fine SAND
B-1 Sta. 131+12
FILE:
DES 014332
-
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L1MEROCK BEARING RATIO
1000
JOB NO.: DES 014332
PROJECT: Myrtle Avenue
CLIENT: Camp, Dresser & McKee
LOCATION: Station 132 + 76
MATERIAL DESC: Tan Fine SAND
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OPT. MOISTURE= 12.9 %
By:
Construction Services Manager
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DRIGGERS ENGINEERING SERVICES, INC.
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HA-3 Sta. 132+76 Tan FI ne SAND
SILT or CLAY
Fin.
CLIENT: Camp, Dresser & McKee, Inc.
PROJECT: Myrtle Avenue Utility Upgrade
& Pavement Reconstruction
Clearwater, Florida
FILE: DES 014332
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METHOD OF TESTING
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STANDARD PENETRATION TEST
AND
SOIL CLASSIFICATION
140 LB.
HAMMER
30" FALL
'.~~SPLJT BARREL SAMPLER
WATER TABLE
MUCK
4___"N" VALUE OR
6 BLOW COUNT
7
21
CLAYEY FINE SAND
SILTY FINE SAND
SHELBY TUBE
SANDY CLAY
STRATUM
CHANGE
CLAY
CLAYEY LIMESTONE
SANDY LIMESTONE
CORE RUN
LIMESTONE
50/0.3'
LDENOTES
50 BLOWS FOR
0.3' PENETRAT ION
STANDARD PENETRATION TEST (ASTM D-1586)
In the Standard Penetration Test borings, a rotary drilling rig is
used to advance the borehole to the desired test depth. A viscous
drilling fluid is- circulated through the drill rods and bit to stabilize the
borehole and to assist in removal of soil and rock cuttings up and out of
the borehole.
Upon reaching the desired test depth, the 2 inch OD. split-barrel
sampler or "split-spoon" , as it is sometimes called, is attached to an N-
size drill rod and lowered to the bottom of the borehole. A 140 pound
hammer, attached to the drill string at the ground surface, is then used
to drive the sampler into the formation. The hammer is successively
raised and dropped for a distance of30 inches using a rope and
"cathead" assembly. The number of blows is recorded for each 6 inch
interval of penetration or until virtual refusal is achieved. In the above
manner, the samples are ideally advanced a total of 18 inches. The sum
of the blows required to effect the final 12 inches of penetration is called
the blowcount, penetration resistance of "Nil value of the particular
material at the sample depth.
After penetration, the rods and sampler are retracted to the ground
surface where the core sample is removed, sesled in a glass jar and
transported to the laboratory for verification offield classification and
storage.
SOIL SYMBOLS AND CLASSIFICATION
Soil and rock samples secured in the field sampling operation were
visually classified as to texture, color and consistency. Soil
classifications are presented descriptively and symbolically for ease of
interpretation. The stratum identification lines represent the
approximate boundary between soil types. In many cases, this transition
may be gradual.
Consistency of the soil as to relative density or undrained shear
strength, unless otherwise noted, is based upon Standard Penetration
resistance values of''N" values and.industry-accepted standards. ''N"
values, or blowcounts, are presented in both tabular and graphical form
on each respective boring log at each sample interval. The graphical
plot of blow count versus depth is for illustmtion purposes only and does
not warrant continuity in soil consistency or linear variation between
sample intervals.
The borings represent subsurface conditions at respective boring
locations and sample intervals only. Variations in subsurface conditions
may occur between boring locations. Groundwater depths shown
represent water depths at the dates and time shown only. The absence
of water table information does not necessarily imply that groundwater
was not encountered.