Ft_Pierce_SPP_FY17_GDR-final.pdf
PDF 9 MB Posted
- Solicitation number
- GROUP4-10-R-J041
About this file
GDR
View the file
Other files
| File | Type | Posted |
|---|---|---|
| GROUP4-10-R-J041_Revision_0002.pdf | ||
| 15-043_Capron_Shoal_3ft_ALL.xyz | XYZ file | |
| GROUP4-10-R-J041_Revision_0001.pdf | ||
| 5304-29_FT_PIERCE_1FT_DATA.xyz | XYZ file | |
| 113090_Fort_Pierce_FY18_20170921.pdf | ||
| G4J041Specifications.pdf |
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
SECTION 00 31 32
Geotechnical Data Report for
Fort Pierce Shore Protection Project, St. Lucie County, Florida
Prepared by
Geotechnical Branch
Engineering Division
Jacksonville District Corps of Engineers
July 19, 2017
Ft. Pierce Shore Protection Project St. Lucie County, FL
00 31 32 - 1
GEOTECHNICAL DATA REPORT
Table of Contents
1 SCOPE
2 CHARACTER OF MATERIALS
2.1 Regional Geology
2.2 The Local Geology
2.3 Materials Encountered
3 DEFINITIONS
3.1 Definitions of Basic Terms
3.2 Current Logging Terms
3.3 Previous Logging Terms
3.4 Testing and Procedure Methods
4 GEOMECHANICAL DATA
4.1 Summary of Field Investigations
4.2 Summary of Index Testing Data
4.3 Boring Log Notes
4.4 Inspection of Recovered Materials
4.5 Boring Logs
4.6 Laboratory Testing Data
List of Tables
Table 1. Available Vibracore Data Table 2: Index Testing Available for this Project
List of Plates
Plate B-1. Vicinity Map Plate B-2. Location of Field Investigations
Ft. Pierce Shore Protection Project
00 31 32 - 2
GEOTECHNICAL DATA REPORT
1 SCOPE
The information provided in this section encompasses the geotechnical field investigations available for this project. The investigations consist of borings. The associated boring logs and laboratory data are presented in paragraphs 4.5 and 4.6, respectively. A character of materials paragraph is included to provide a comprehensive description of the materials utilizing both recent and historical knowledge of the project area. Also included in this section are definitions of terms and boring log notes, which provide additional explanation of the boring logs and drilling techniques.
Items discussed in the character of materials paragraph may not appear explicitly on the boring logs. Based on historic knowledge of the project area, the character of materials paragraph includes items that supplement the data documented by the boring logs. When reviewing the boring logs, use all of the data on the logs, including the materials description, legend, and blow counts. When evaluating the subsurface conditions, use all of the data, including the character of materials paragraph and boring logs.
During the solicitation period, any questions that pertain to the information provided in this section should be addressed to the contract specialist identified in Block 9 of SF1442. After contract award, questions should be addressed to the appointed ACO/COR, which will coordinate with Geotechnical Branch.
2 CHARACTER OF MATERIALS
2.1 REGIONAL GEOLOGY
Peninsular Florida occupies a portion of the Florida Plateau geographic unit, which is nearly 500 miles long and 250 to 450 miles wide. The partially submerged platform separates the deep water in the Gulf of Mexico from deep water of the Atlantic Ocean. Since The Mesozoic Era, approximately 200 million years before present, the plateau has been alternately dry land or covered by shallow seas. During that time, carbonate and marine sediments were deposited with thickness ranging from 4,000 to greater than 20,000 feet in north central and southernmost Florida, respectively. Either following or concurrent with one of the later periods of emergence, there appears to have been a tilting of the plateau about its longitudinal axis. The west coast was partially submerged, as indicated by the wide estuaries and offshore channels; while the east coast was correspondingly elevated, showing the characteristics of an emergent coastline. During the Pleistocene Epoch, a series of four glacial periods, or ice ages, brought about drastic changes in sea level. As a result of these sea level fluctuations, the Florida peninsula was alternately covered and uncovered by shallow seas.
2.2 THE LOCAL GEOLOGY
Ft. Pierce in St. Lucie County lies within the Coastal Lowlands physiographic region that is characterized by terraced level plains. The topography is largely controlled by a series of marine terraced deposits. The deposits were formed during Pleistocene time when sea level rose and fell in response to the advance and retreat of the continental ice sheets. Ft. Pierce beach is part of a chain of sandy barrier islands separated by narrow inlets extending from Cape Canaveral to Palm Beach. These barrier islands, which rarely exceed one mile in width or 20 feet in elevation, are separated from the mainland by a shallow lagoon (Indian River). Holocene and modern sediment deposits occur on the continental shelf, in beaches and dunes of the coastal zone and in lagoons behind the barrier islands. Miocene and Pleistocene rocks are likely contributors to sediments
Ft. Pierce Shore Protection Project
00 31 32 - 3 comprising the Holocene system, either at natural or manmade exposures at the coastline or from outcrops on the nearshore continental shelf. Rock outcrops and worm reefs are found offshore, in the Ft Pierce vicinity.
2.3 MATERIALS ENCOUNTERED
The sand for this re-nourishment project will come from the borrow area of Capron Shoal that is located approximately 4 miles offshore from the Ft. Pierce Inlet as depicted on Plate 1, Vicinity Map. The proposed borrow area is divided into three sections based on the designed excavation depths. Several areas within the delineated borrow area have previously been dredged as a sand source for beach re-nourishment on Ft. Pierce Beach. Therefore, some of the materials documented by the borings herein have been removed during previous dredging events. The thickness of the remaining useable sand within the dredging template is dependent on the latest bathymetric survey provided in the Plans and Specifications. It is anticipated that any new shoaled materials exhibit similar characteristics as described in this section.
The materials described here are characterized based on numerous historical core borings in the borrow area plus nine vibracore taken in 2006 and four vibracore taken in 2012. The locations of all associated borings are depicted on Plate 2, Location of Field Investigations.
The material within the borrow area consists of fine to medium-grained sand-sized quartz and fine to coarse sand-sized angular whole and broken shell hash. Whole and broken angular fine gravel-sized shell is present in varying amounts throughout the borrow area; ranging from 15% to 93% in individual samples.
3 DEFINITIONS
Definitions not explicitly indicated in the sections below are typical industry standard definitions from their respective ASTMs.
3.1 DEFINITIONS OF BASIC TERMS
Carbonate – Soil component that reacts with HCl of an indeterminate origin (shell, rock, etc.).
Fill – Material that has been placed by man, described with all soil characteristics.
Layer – Rock or soil with a thickness of 6 inches or less.
Lens – A geologic deposit of variable thickness, which disappears laterally in all directions and cannot be correlated to adjacent borings.
Rock – A naturally occurring substance composed of one or more minerals bound together. This geologic term includes a range of engineering properties: strength, hardness, permeability, weathering, and discontinuity. These properties are noted or can be inferred from the boring logs as blow counts, penetration rate, RQD, hardness, etc.
Shell – Material composed of predominantly (>75%) coarse-grained sand to gravel-sized whole or broken shell.
3.2 CURRENT LOGGING TERMS
Definition of terms used on boring logs dated since 2000:
Banded - 0.02' (6 mm) to 0.1' (3.0 cm).
Boulder-Sized – Particles greater than 12 inches in diameter.
Cavity - Voids greater than the diameter of the core.
Coarse Grained - Grain diameter greater than 0.079" (2 mm) for sedimentary rocks or 0.197" (5
mm) for igneous or metamorphic rocks.
Coarse Grained Sand-Sized – Less than 10 percent of fine and medium grained sand sizes are present.
Coarse Gravel-Sized – Particles greater than 3/4 of an inch but less than 3 inches in diameter.
Cobble-Sized – Particles greater than 3 inches but less than 12 inches in diameter.
Ft. Pierce Shore Protection Project
00 31 32 - 4
Decomposed – Applicable to saprolitic rock; rock is essentially reduced to a soil with a relic rock texture; can be molded or crumbled by hand.
Dipping (Dip) - 20 to 45 degrees.
Discontinue – Particles were present within the unit above but are no longer present.
Fine Grained - Grain diameter between 0.004" (0.1 mm) and 0.016" (0.4 mm) for sedimentary rocks or 0.039" (1 mm) for igneous or metamorphic rocks.
Fine Grained Sand-Sized - Less than 10 percent of medium and coarse grained sand sizes are present.
Fine Gravel-Sized – Particles greater than No. 4 sieve but less than 3/4 of an inch in diameter.
Flat (Dip) - 0 to 20 degrees.
Fossiliferous – Greater than 40 percent fossils.
Hard (Hardness) - Difficult to scratch with a knife (cannot be pitted with a geology hammer, but can be chipped with moderate blows of the hammer).
Highly Fractured - Spacing 0.3' (9.1 cm) to 1' (30.5 cm).
Highly Weathered - Entire section is discolored; alteration is greater than 50%; some areas of slightly weathered rock are present; some minerals are leached away; retains only a fraction of its original strength (wet strength usually lower than dry strength).
Intact – Spacing greater than 6' (1.8 m).
Intensely Fractured - Spacing less than 0.3' (9.1 cm).
Massive – Over 3' (0.9 m) thick.
Medium-Bedded - 0.3' (9.1 cm) to 1' (30.5 cm) thick.
Medium Grained - Grain diameters between 0.016" (0.4 mm) to 0.079" (2 mm) for sedimentary rocks or 0.039" (1 mm) to 0.197" (5 mm) for igneous or metamorphic rocks.
Medium Grained Sand-Sized - Less than 10 percent of fine and coarse grained sand sizes are present.
Moderately Fractured - Spacing 1' (30.5 cm) to 3' (0.9 m).
Moderately Hard (Hardness) - Can be scratched easily with a knife, but cannot be scratched by a fingernail (can be pitted with moderate blows of a geology hammer).
Moderately Open (Fracture Aperture) - 0.020" (0.5 mm) to 0.098" (2.5 mm).
Moderately Weathered - Discoloration is evident; surface is pitted and altered, with alterations penetrating well below rock surfaces; 10% to 50% of the rock is altered; strength is noticeably less than unweathered rock.
Non-fossiliferous – No observed fossils.
Open (Fracture Aperture) - 0.098" (2.5 mm) to 0.394" (10 mm).
Pitted - Voids 0.039" (1mm) to 0.236" (6mm) in diameter.
Porous - Voids less than 0.039" (1mm) in diameter.
Slightly Fractured - Spacing 3' (0.9 m) to 6' (1.8 m).
Slightly Weathered - Superficial discoloration, alteration and/or discoloration along discontinuities;
less than 10% of the rock volume is altered; strength is essentially unaffected.
Soft (Hardness) - Can be scratched with a fingernail (cannot be crumbled between fingers, but can be easily pitted with light blows of a geology hammer).
Solid - Absence of voids.
Sparsely Fossiliferous – Less than 40 percent fossils.
Steeply Dipping (Dip) - 45 to 90 degrees.
Thick-Bedded – 1' (30.5 cm) to 3' (0.9 m) thick.
Thin-Bedded - 0.1' (3.0 cm) to 0.3' (9.1 cm) thick.
Thin Parting - Paper thin to 0.002' (0.6 mm).
Tight (Fracture Aperture) - 0.004" (0.1 mm) to 0.020" (0.5 mm).
Unweathered - No evidence of any mechanical or chemical alteration.
Very Fine Grained - Grain diameter less than 0.004" (0.1 mm); individual grains or crystals are too small to be seen with the naked eye.
Very Hard (Hardness) - Cannot be scratched with a knife (chips can be broken off only with heavy blows of a geology hammer).
Very Soft (Hardness) - Can be deformed by hand (has a rock-like character, but can be easily broken by hand).
Very Tight (Fracture Aperture) - less than 0.004" (0.1 mm).
Ft. Pierce Shore Protection Project
00 31 32 - 5
Very Wide (Fracture Aperture) - 0.394" (10 mm) to 0.984" (25 mm).
Vuggy - Voids 0.236" (6mm) to the diameter of the core.
3.3 PREVIOUS LOGGING TERMS
Definition of terms used on boring logs dated before 2000:
Dense – Equivalent to SPT N-value of 30 to 50.
Incompetent – Rock that disintegrates while coring; weak.
Indurated – Rock or soil hardened or consolidated by pressure or cementation. Very difficult to break by hand.
Poorly-Indurated – See semi-indurated.
Seam – Rock or soil with average thickness of 2 to 3 inches.
Semi-Indurated – Rock or soil with a lesser degree of hardening or consolidation by pressure or cementation. Crumbles with little effort by hand.
3.4 TESTING AND PROCEDURE METHODS
Test/Procedure Method
Abrasion Resistance of Large-Size Coarse Aggregate, Los Angeles Machine
ASTM C535
Abrasion Resistance of Small-Size Coarse Aggregate, Los Angeles Machine
ASTM C131
Air Content by the Pressure Method ASTM C231
Air Content by the Volumetric Method ASTM C173
Air-Entraining Admixtures for Concrete ASTM C233
Atterberg Limits, wet preparation method, test method a multipoint ASTM D4318
Bulk Specific Gravity of Bituminous Mixtures ASTM D2726
Capping Cylindrical Concrete Specimens ASTM C617
Carbonate Content ASTM D4373
Compaction: 4" Mold, Modified Proctor ASTM D1557
Compaction: 4" Mold, Standard Proctor ASTM D698
Compaction: 6" Mold, Modified Proctor ASTM D1557
Compaction: 6" Mold, Standard Proctor ASTM D698
Compressive Strength of Cast in Place Concrete Cylinders ASTM C873
Compressive Strength of Cylindrical Concrete Specimens (Set of 4) ASTM C39
Compressive Strength of Lightweight Concrete ASTM C495
Consolidation, each load of rebound increment with complete time ASTM D2435
Density and Water Content of Soil by Nuclear Methods (Minimum 4)
ASTM
D2922/D3017
Density of Bituminous Concrete in Place by Nuclear Methods (Minimum 4)
ASTM D2950
Density of Soil in Place by the Sand-Cone Method ASTM D1556
Direct Shear ASTM D3080
Drilled Cores and Sawed Beams of Concrete ASTM C42
Extraction of Bituminous Paving Mixtures ASTM D2172
Freezing and Thawing (up to 55 cycles) ASTM D5312
Grain size sieve Analysis ASTM D422
Hydrometer Analysis ASTM D422
Making and Curing Concrete Test Specimens in the Field (Set of 6) ASTM C31
Making and Curing Concrete Test Specimens in the Lab (Set of 4) ASTM C192
Marshall Resistance to Plastic Flow (Set of 3) ASTM D1559
Ft. Pierce Shore Protection Project
00 31 32 - 6
Test/Procedure Method
Material Passing No. 200 Sieve ASTM D1140
Modulus of Elasticity ASTM D3148
Moisture Content ASTM D2216
Munsell Color Munsell Soil Color Charts
Organic Content, Test Method C ASTM D2974
Organic Impurities in Fine Aggregate ASTM C40
Permeability: Constant Head Permeability ASTM D2434
Permeability: Falling Head Permeability ASTM D5084
Petrographic Examination ASTM C295
Sampling Aggregate (Minimum 4 hours) ASTM D75
Sampling Freshly Mixed Concrete ASTM C172
Sedimentation Rate No ASTM
Sieve Analysis of Aggregate ASTM C136
Slump of Hydraulic-Cement Concrete ASTM C143
Soil Classification (Boring logs) ASTM D 2488
Specific Gravity and Absorption of Fine Aggregate ASTM C128
Specific Gravity for Rock ASTM C127
Specific Gravity for Soil ASTM D854
SPLITTING TENSILE STRENGTH ASTM D3967
Splitting Tensile Strength of Concrete Cylinders ASTM C496
Subsample Preparation ASTM D4220, Group B ASTM D4220, Sulfate Soundness ASTM C88
Total Evaporable Moisture Content ASTM C566
Triaxial Compression Test for Rock with Strain Gages or LVDTs (per confining pressure)
ASTM D2664
Triaxial compression: Consolidated Undrained (CU) Triaxial Compression Test R Test with Pore Pressure Measurements (per confining pressure)
ASTM D4767
Triaxial compression: Unconsolidated Undrained (UU) Triaxial Compression Test Q Test with Pore Pressure Measurements (per confining pressure)
ASTM D2850
Unbonded Caps for Compressive Strength ASTM C1231
Unconfined Compressive Strength for Rock Greater than 9,000 psi with Strain
ASTM D2938
Unconfined Compressive Strength for Rock up to 9,000 psi with Strain
ASTM D2938
Unconfined Compressive Strength for Soil ASTM D2166
Unit Weight and Absorption ASTM C127
Unit Weight of Aggregate ASTM C29 -
Visual Percent Shell No ASTM
Wetting and Drying ASTM D5313
4 GEOMECHANICAL DATA
4.1 SUMMARY OF FIELD INVESTIGATIONS
The table below summarizes the field investigations data set available for this project.
Ft. Pierce Shore Protection Project
00 31 32 - 7
Table 1. Available Vibracore Data
Designation State Plane, FL-East, NAD83 Project
Location
Available for
Inspection X Y
FP2012-03 906312 1131119
Northern Section
FP2012-05 907183 1130313
FP2012-06 907271 1128326
CB-STL-C3* 906638 1129894
CB-STL-C4* 907011 1127770
CB-STL-C17* 905704 1130845
CB-STL-C18* 906769 1130876
CB-STL-C20* 905780 1129949
CB-STL-C22* 905722 1128803
CB-STL-C23* 906771 1128798
CB-STL-C24* 907685 1128779
CB-STL-C26* 907767 1127792
CB-STL-C28* 906799 1126932
CB-STL-C29* 907697 1126889
CB-STL-C5* 906562 1126124
Central Section
CB-STL-C25* 906053 1127733
CB-STL-C27* 905772 1126907
CB-STL-C30* 905679 1126107
FP2012-08 907147 1121308
Southern Section
VB-FPSP06-1 906744 1125370
VB-FPSP06-2 905576 1123373
VB-FPSP06-3 906773 1122697
VB-FPSP06-4 905643 1121310
VB-FPSP06-17 905099 1124623
VB-FPSP06-18 905008 1123519
VB-FPSP06-19 904690 1122319
VB-FPSP06-20 906062 1122318
VB-FPSP06-21 904897 1121569
CB-STL-C6* 906539 1123939
CB-STL-C7* 905579 1121945
CB-STL-C9R2* 906561 1126124
CB-STL-C31* 905751 1125023
CB-STL-C32* 906562 1125022
CB-STL-C33* 907319 1125051
CB-STL-C34* 905714 1123980
CB-STL-C35* 907212 1123959
CB-STL-C36* 905337 1122899
Ft. Pierce Shore Protection Project
00 31 32 - 8
State Plane, FL-East, NAD83 Project
Location
Available for
Inspection X Y
CB-STL-C38* 906180 1123002 Southern Section CB-STL-C39* 906581 1121944
* Coordinates presented correspond to the project coordinate system and datum
4.2 SUMMARY OF INDEX TESTING DATA
The table below summarizes the index testing available for this project.
Table 2: Index Testing Available for this Project
Boring Designation
Sample Designation
USCS
Visual
Shell % CO3 % Munsell Color
FP2012-03 1 SW 66.2 10YR 4/3
FP2012-03
2 SW 2.5Y 5/1
3 SP 40.8 5Y 4/1
4 SW
FP2012-05
1 SP 83.2 10YR 5/3
2 SP 10YR 5/3
FP2012-05
3 SP 75.2 10YR 5/3
4 SW 5Y 4/1
FP2012-06
1 SW 78.9 10YR 5/3
2 SP 10YR 4/1
3 SW 93 10YR 4/1
4 SM 10YR 4/1
FP2012-08
1 SP 30 2.5Y 5/1
2 SW-SM 2.5Y 4/1
3 SM 43.7 5Y 5/1
4 SM 2.5Y 4/1
5 SM 5Y 4/1
VB-FPSP06-1
1 SP 60 10YR 5/3
2 SP 10YR 5/3
3 SP 10YR 5/3
4 SP 10YR 5/3
VB-FPSP06-2
1 SP 73.8 10YR 5/4
2 SP 5Y 5/2
3 SP 5Y 5/2
4 SP-SC 72.5 2.5Y 4/1
VB-FPSP06-3
1 SP 2.5Y 6/4
2 SP 71.3 5Y 4/2
3 SW-SM 67.5 2.5Y 3/1
VB-FPSP06-4
1 SP 71.3 10YR 5/3
2 SP 10YR 5/3
Ft. Pierce Shore Protection Project
00 31 32 - 9
Boring
Sample Designation
USCS
Visual
Shell % CO3 % Munsell Color
VB-FPSP06-17
1 SH 73.8 10YR 6/3
2 SP 72.5 10YR 5/3
3 SH 2.5Y 4/1
4 SP-SM 10YR 5/2
VB-FPSP06-18
1 SP 10YR 7/3
2 SP 77.5 2.5Y 5/2
3 SC 5Y 4/4
VB-FPSP06-19
1 SH 10YR 5/2
2 SP 75 2.5Y 4/1
3 SP 5Y 4/2
VB-FPSP06-20
1 SP 65 10YR 5/2
2 SP 67.5 10YR 5/3
VB-FPSP06-21
1 SP 77.5 2.5Y 5/3
2 SP 2.5Y 6/3
3 SP 5Y 5/2
CB-STL-C3
C3-1.8 SP 50
C3-3.4 SP 50
C3-6.2 SP 50
C3-8.2 SP 50
CB-STL-C4
C4-3.0 SP 40
C4-8.4 SP 30
C4-10.7 SP 30
CB-STL-C4
C4-13.0 SP 30
C4-16.3 SP-SM 90
CB-STL-C5
C5-1.0 SP 60
C5-3.5 SP 60
C5-6.0 SP 50
CB-STL-C5
C5-7.9 SP 50
C5-12.0 SP 50
C5-14.2 SP 15
CB-STL-C6
C6-2.0 SP 50
C6-4.0 SP 50
C6-6.0 SP 50
C6-8.0 SP 50
CB-STL-C7
C7-1.5 SP 40
C7-5.5 SP 10
C7-7.5 SP 10
C7-8.5 SP-SM 10
CB-STL-C9R2
C9R2-1.5 SP 50
C9R2-3.8 SP 50
Ft. Pierce Shore Protection Project
00 31 32 - 10
Sample Designation
USCS
Visual
Shell % CO3 % Munsell Color
C9R2-5.9 SP 50
C9R2-8.0 SP 40
C9R2-9.5 SW 40
CB-STL-C17
C17-0.4 SP 90
C17-2.8 SP 65
CB-STL-C18
C18-2.9 SP 90
C18-8.7 SP 90
C18-15.0 SP 50
CB-STL-C20
C20-4.1 SP 85
C20-9.1 SP 65
CB-STL-C22
C22-1.8 SP 90
C22-5.0 SP 65
CB-STL-C23
C23-2.5 SP 90
C23-5.8 SP 90
C23-8.2 SP 90
C23-12.8 SP 75
C23-18.0 SP 60
CB-STL-C24
C24-1.5 SP 65
C24-4.5 SP 65
C24-8.5 SP 65
CB-STL-C25
C25-1.5 SP 70
C25-6.5 SP 70
CB-STL-C26
C26-2.7 SP 65
C26-6.2 SP 70
CB-STL-C27
C27-0.6 SP 90
C27-2.7 SP 65
C27-6.0 SP 65
CB-STL-C28
C28-1.7 SP 65
C28-6.2 SP 65
C28-12.0 SP 65
C28-16.5 SP 65
CB-STL-C29
C29-3.0 SP 90
C29-6.7 SP 65
CB-STL-C30
C30-0.6 SP 90
C30-3.3 SP 65
C30-7.3 SP 65
CB-STL-C31
C31-1.3 SP 95
C31-5.9 SP 75
CB-STL-C32
C32-3.0 SP 65
C32-6.0 SP 65
CB-STL-C33 C33-2.7 SP 65
Ft. Pierce Shore Protection Project
00 31 32 - 11
Sample Designation
USCS
Visual
Shell % CO3 % Munsell Color
C33-5.4 SP 65
CB-STL-C34
C34-1.3 SP 90
C34-4.9 SP 75
C34-7.2 SP 75
CB-STL-C35
C35-2.7 SP 80
C35-6.0 SP 80
C35-7.4 SP-SM 60
CB-STL-C36
C36-0.5 SP 90
C36-2.6 SP 60
C36-7.0 SP 60
CB-STL-C38
C38-1.2 SP 90
C38-4.8 SP 60
C38-7.2 SP 60
CB-STL-C39
C39-1.0 SP 80
C39-4.3 SP 70
C39-6.6 SP 70
C39-10.0 SP 70
4.3 BORING LOG NOTES
All borings were sampled using an Alpine style, pneumatic vertical hammer, vibracore drilling apparatus having a continuous 20-foot by 3 or 3 1/2-inch core barrel with clear plastic core liner until refusal was encountered. Refusal is defined as no additional penetration of the vibracore with two minutes of additional effort applied to penetrate through the resistant layer at maximum vibration.
4.4 INSPECTION OF RECOVERED MATERIALS
The material recovered from borings marked with a checkmark in Table 1 is available for inspection by prospective offerors at the Corps of Engineers District warehouse listed below:
Address: 3077 Talleyrand Avenue Jacksonville, 32206 Florida Hours: 7:00 am to 2:30 pm
The recovered materials will be available for inspection during normal business hours as noted above, except Federal holidays, during the entire bid period. Prospective offerors shall notify the project geologist at 904-232-1054 or Chief, Geology and Explorations Section at 904-232-1617 at least four (4) working days before the visit.
The following information will be required to schedule the visit:
(1) Project title;
(2) Specific borings or entire set which are to be viewed;
(3) Date, time, and duration of the visit;
(4) Name of the person(s) and company to view the borings; and
(5) Point of contact and phone number regarding the visit.
Ft. Pierce Shore Protection Project
00 31 32 - 12
Prospective offerors shall record their material examination visit in a record book maintained at the inspection site.
It is strongly suggested that prospective offerors view the samples before submitting their bid.
00 31 32 - 13
Plate 1. Vicinity Map
00 31 32 - 14
Plate 2. Location of Field Investigations
00 31 32 - 15
4.5 BORING LOGS
Applicable boring logs are presented on the following pages.
The borings presented in this section are available historic borings within the project area. Some of the materials within the project template presented on the boring logs have been removed by previous dredging events with subsequent shoaling of similar materials. The current elevations of the materials at these locations are shown on the contract drawings.
While the Government’s borings are representative of subsurface conditions at their respective locations and vertical reaches, local variations in the characteristics of the subsurface materials of this region are to be expected. Accordingly, prospective offerors shall form their own conclusions from the examination of the recovered materials prior to submission of their offer.
Ft. Pierce Shore Protection Project
00 31 32 - 16
00 31 32 - 17
00 31 32 - 18
00 31 32 - 19
00 31 32 - 20
-34.0 9.7
-34.3
-24.3
-25.1
-27.3
-29.8
-32.5
-34.310.0
0.00.0-24.3-24.3
Vibracore
Vibracore
Vibracore
Vibracore
Vibracore
SAND, poorly-graded, mostly fine to medium-grained sand-sized quartz, some coarse-grained sand-sized shell, moist, 10YR 5/3 brown (SP)
NOTES:
1. USACE Jacksonville is the custodian for these original files.
2. Soils are field visually classified in accordance with the Unified Soils Classification System.
3. Elevation based on predicted tide
4. Laboratory Testing Results
SAMPLE SAMPLE LABORATORY
ID DEPTH CLASSIFICATION
15. DATE BORING
7. DEPTH DRILLED INTO ROCK
12. TOTAL SAMPLES
9. SIZE AND TYPE OF BIT
6. THICKNESS OF OVERBURDEN
VB-FPSP06-1
4. NAME OF DRILLER
2. BORING DESIGNATION
STARTED
3. DRILLING AGENCY
13. TOTAL NUMBER CORE BOXES
Boring Designation
17. TOTAL RECOVERY FOR BORING
10. COORDINATE SYSTEM/DATUM
MANUAL HAMMER
DRILLING LOG
VERTICAL
OF
VB-FPSP06-1
UNDISTURBED (UD)
16. ELEVATION TOP OF BORING
BEARING
8. TOTAL DEPTH OF BORING
SHEETS
5. DIRECTION OF BORING
DISTURBED
DEG. FROM
VERTICAL
SHEET
14. ELEVATION GROUND WATER
HORIZONTAL
1. PROJECT
INCLINED
DIVISION INSTALLATION
VERTICAL
CONTRACTOR FILE NO.
11. MANUFACTURER'S DESIGNATION OF DRILL
COMPLETED
18. SIGNATURE AND TITLE OF INSPECTOR
AUTO HAMMERLOCATION COORDINATES
N -V
A
LU
E
DEPTH
RQD
OR
UD
B
LO
W S
FT
REMARKSCLASSIFICATION OF MATERIALS %
REC.
LE
G
E N
D
ELEV.
B O
X O
R S
A M
P
LE
(Continued)
Byoung M. Kim, Geotechnical Engineer
South Atlantic
N/A
L. Gaughf
Fort Pierce Beach FL Shore Protection
Borrow Area
07-22-06
-24.3 Ft.
97 %
N/A
NAD83
See Remarks
State Plane, FLE (U.S. Ft.)
X = 906,744 Y = 1,125,370
MLW
Alpine 270 Vibracore on D/B Snell
Corps of Engineers - CESAW
10.0 Ft.
Jacksonville District
07-22-06
N/A
JUN 02
SAJ FORM 1836
Ft. Pierce Shore Protection Project
00 31 32 - 21
1 0.8/1.3 SP*
2 3.0/3.5 SP*
3 5.5/6.0 SP*
4 8.2/8.7 SP*
*Lab visual classification based on gradation curve. No Atterberg limits.
N -V
A
LU
E
DEPTH
RQD
OR
UD
B
LO
W S
FT
REMARKSCLASSIFICATION OF MATERIALS %
REC.
LE
G
E N
D
ELEV.
B O
X O
R S
A M
P
LE
ELEVATION TOP OF BORING
Boring Designation
Fort Pierce Beach FL Shore Protection
-24.3 Ft.
State Plane, FLE (U.S. Ft.)
Jacksonville District
VERTICAL
SHEETS
SHEET
X = 906,744 Y = 1,125,370
VB-FPSP06-1
COORDINATE SYSTEM/DATUMPROJECT HORIZONTAL
OF 2
INSTALLATION
LOCATION COORDINATES
NAD83
DRILLING LOG (Cont. Sheet)
MLW
JUN 02
SAJ FORM 1836-A
Ft. Pierce Shore Protection Project
00 31 32 - 22
-38.7 9.7
-39.0
-29.0
-30.2
-32.1
-34.2
-36.7
-38.0
-39.010.0
0.0
7.7
9.0
0.0-29.0-29.0
-36.7
-38.0
Vibracore
Vibracore
Vibracore
Vibracore
Vibracore
Vibracore
SAND, poorly-graded, mostly fine to medium-grained sand-sized quartz, moist, 10YR 5/4 yellowish brown (SP) At El. -29.7 Ft., some sand to gravel-sized shell up to 1", 10YR 5/3 brown
At El. -32.1 Ft., trace coarse-grained sand-sized shell, 5Y 4/2 olive gray
SHELL, mostly sand to gravel-sized shell, few clay, moist, 2.5Y 4/1 dark gray
SAND, clayey, mostly fine-grained sand-sized quartz, some clay, trace fine gravel-sized shell, moist, 5Y 3/2 dark olive gray (SC)
NOTES:
1. USACE Jacksonville is the custodian for these original files.
2. Soils are field visually classified in accordance with the Unified Soils Classification System.
3. Elevation based on predicted tide
4. Laboratory Testing Results
SAMPLE SAMPLE LABORATORY
ID DEPTH CLASSIFICATION
15. DATE BORING
7. DEPTH DRILLED INTO ROCK
12. TOTAL SAMPLES
9. SIZE AND TYPE OF BIT
6. THICKNESS OF OVERBURDEN
VB-FPSP06-2
4. NAME OF DRILLER
2. BORING DESIGNATION
STARTED
3. DRILLING AGENCY
13. TOTAL NUMBER CORE BOXES
Boring Designation
17. TOTAL RECOVERY FOR BORING
10. COORDINATE SYSTEM/DATUM
MANUAL HAMMER
DRILLING LOG
VERTICAL
OF
VB-FPSP06-2
UNDISTURBED (UD)
16. ELEVATION TOP OF BORING
BEARING
8. TOTAL DEPTH OF BORING
SHEETS
5. DIRECTION OF BORING
DISTURBED
DEG. FROM
VERTICAL
SHEET
14. ELEVATION GROUND WATER
HORIZONTAL
1. PROJECT
INCLINED
DIVISION INSTALLATION
VERTICAL
CONTRACTOR FILE NO.
11. MANUFACTURER'S DESIGNATION OF DRILL
COMPLETED
18. SIGNATURE AND TITLE OF INSPECTOR
AUTO HAMMERLOCATION COORDINATES
N -V
A
LU
E
DEPTH
RQD
OR
UD
B
LO
W S
FT
REMARKSCLASSIFICATION OF MATERIALS %
REC.
LE
G
E N
D
ELEV.
B O
X O
R S
A M
P
LE
(Continued)
Byoung M. Kim, Geotechnical Engineer
South Atlantic
N/A
L. Gaughf
Fort Pierce Beach FL Shore Protection
Borrow Area
07-22-06
-29.0 Ft.
97 %
N/A
NAD83
See Remarks
State Plane, FLE (U.S. Ft.)
X = 905,576 Y = 1,123,373
MLW
Alpine 270 Vibracore on D/B Snell
Corps of Engineers - CESAW
10.0 Ft.
Jacksonville District
07-22-06
N/A
JUN 02
SAJ FORM 1836
Ft. Pierce Shore Protection Project
00 31 32 - 23
1 1.2/1.7 SP*
2 3.1/3.7 SP*
3 5.2/5.7 SP*
4 7.7/9.0 SP-SC*
*Lab visual classification based on gradation curve. No Atterberg limits.
N -V
A
LU
E
DEPTH
RQD
OR
UD
B
LO
W S
FT
REMARKSCLASSIFICATION OF MATERIALS %
REC.
LE
G
E N
D
ELEV.
B O
X O
R S
A M
P
LE
ELEVATION TOP OF BORING
Boring Designation
Fort Pierce Beach FL Shore Protection
-29.0 Ft.
State Plane, FLE (U.S. Ft.)
Jacksonville District
VERTICAL
SHEETS
SHEET
X = 905,576 Y = 1,123,373
VB-FPSP06-2
COORDINATE SYSTEM/DATUMPROJECT HORIZONTAL
OF 2
INSTALLATION
LOCATION COORDINATES
NAD83
DRILLING LOG (Cont. Sheet)
MLW
JUN 02
SAJ FORM 1836-A
Ft. Pierce Shore Protection Project
00 31 32 - 24
-47.9 14.0
-33.9
-34.7
-36.4
-39.3
-44.2
0.0
5.1
6.6
7.8
8.8
9.8
10.3
0.0-33.9-33.9
-39.0
-40.5
-41.7
-42.7
-43.7
-44.2
Vibracore
Vibracore
Vibracore
Vibracore
Vibracore
SAND, poorly-graded, mostly fine to medium-grained sand-sized quartz, moist, 2.5Y 6/4 light yellowish brown (SP)
At El. -35.1 Ft., 5Y 4/2 olive gray
SHELL, mostly sand to gravel-sized shell, moist, 2.5Y 3/1 very dark gray At El. -39.6 Ft., mostly coarse-grained sand-sized shell, few clay, 10YR 4/1 dark gray
CLAY, fat, high plasticity, soft, some fine-grained sand-sized quartz, trace fine to coarse gravel-sized shell up to 1", moist, 10YR 3/1 very dark gray (CH) SAND, clayey, mostly fine-grained sand-sized quartz, some clay, trace fine to coarse gravel-sized shell up to 3/4", moist, 10YR 3/1 very dark gray (SC) CLAY, fat, high plasticity, soft, some fine-grained sand-sized quartz, trace coarse gravel-sized shell up to 3/4", moist, 5Y 4/1 dark gray (CH) SHELL, mostly fine gravel-sized shell, some clay, few fine-grained sand-sized quartz, moist, 5Y 5/2 olive gray CLAY, fat, high plasticity, soft, few fine-grained sand-sized quartz, moist, 5Y 4/2 olive gray
(CH)
From El. -46.1 to -46.2 Ft., some fine to coarse gravel-sized shell up to 3/4"
15. DATE BORING
7. DEPTH DRILLED INTO ROCK
12. TOTAL SAMPLES
9. SIZE AND TYPE OF BIT
6. THICKNESS OF OVERBURDEN
VB-FPSP06-3
4. NAME OF DRILLER
2. BORING DESIGNATION
STARTED
3. DRILLING AGENCY
13. TOTAL NUMBER CORE BOXES
Boring Designation
17. TOTAL RECOVERY FOR BORING
10. COORDINATE SYSTEM/DATUM
MANUAL HAMMER
DRILLING LOG
VERTICAL
OF
VB-FPSP06-3
UNDISTURBED (UD)
16. ELEVATION TOP OF BORING
BEARING
8. TOTAL DEPTH OF BORING
SHEETS
5. DIRECTION OF BORING
DISTURBED
DEG. FROM
VERTICAL
SHEET
14. ELEVATION GROUND WATER
HORIZONTAL
1. PROJECT
INCLINED
DIVISION INSTALLATION
VERTICAL
CONTRACTOR FILE NO.
11. MANUFACTURER'S DESIGNATION OF DRILL
COMPLETED
18. SIGNATURE AND TITLE OF INSPECTOR
AUTO HAMMERLOCATION COORDINATES
N -V
A
LU
E
DEPTH
RQD
OR
UD
B
LO
W S
FT
REMARKSCLASSIFICATION OF MATERIALS %
REC.
LE
G
E N
D
ELEV.
B O
X O
R S
A M
P
LE
(Continued)
Byoung M. Kim, Geotechnical Engineer
South Atlantic
N/A
L. Gaughf
Fort Pierce Beach FL Shore Protection
Borrow Area
07-22-06
-33.9 Ft.
70 %
N/A
NAD83
See Remarks
State Plane, FLE (U.S. Ft.)
X = 906,773 Y = 1,122,697
MLW
Alpine 270 Vibracore on D/B Snell
Corps of Engineers - CESAW
20.0 Ft.
Jacksonville District
07-22-06
N/A
JUN 02
SAJ FORM 1836
Ft. Pierce Shore Protection Project
00 31 32 - 25
-53.9 -53.920.0
38 Vibracore
NOTES:
1. USACE Jacksonville is the custodian for these original files.
2. Soils are field visually classified in accordance with the Unified Soils Classification System.
3. Elevation based on predicted tide
4. Laboratory Testing Results
SAMPLE SAMPLE LABORATORY
ID DEPTH CLASSIFICATION
1 0.8/1.3 SP*
2 2.5/3.0 SP*
3 5.4/5.9 SW-SM*
*Lab visual classification based on gradation curve. No Atterberg limits.
N -V
A
LU
E
DEPTH
RQD
OR
UD
B
LO
W S
FT
REMARKSCLASSIFICATION OF MATERIALS %
REC.
LE
G
E N
D
ELEV.
B O
X O
R S
A M
P
LE
ELEVATION TOP OF BORING
Boring Designation
Fort Pierce Beach FL Shore Protection
-33.9 Ft.
State Plane, FLE (U.S. Ft.)
Jacksonville District
VERTICAL
SHEETS
SHEET
X = 906,773 Y = 1,122,697
VB-FPSP06-3
COORDINATE SYSTEM/DATUMPROJECT HORIZONTAL
OF 2
INSTALLATION
LOCATION COORDINATES
NAD83
DRILLING LOG (Cont. Sheet)
MLW
JUN 02
SAJ FORM 1836-A
Ft. Pierce Shore Protection Project
00 31 32 - 26
-42.1 12.8
-29.3
-30.8
-38.0
-40.4
0.0
9.8 10.1
11.1
0.0-29.3-29.3
-39.1 -39.4
-40.4
Vibracore
Vibracore
Vibracore
Vibracore
SAND, poorly-graded, mostly fine to medium-grained sand-sized quartz, some sand to gravel-sized shell, moist, 10YR 5/3 brown
(SP)
SAND, clayey, mostly fine-grained sand-sized quartz, some clay, moist, 5Y 5/1 gray (SC) SHELL, mostly sand to gravel-sized shell up to 1-1/2", moist, 5Y 4/1 dark gray SAND, poorly-graded, mostly fine-grained sand-sized quartz, some fine to coarse gravel-sized shell up to 3", moist, 5Y 4/1 dark gray (SP)
15. DATE BORING
7. DEPTH DRILLED INTO ROCK
12. TOTAL SAMPLES
9. SIZE AND TYPE OF BIT
6. THICKNESS OF OVERBURDEN
VB-FPSP06-4
4. NAME OF DRILLER
2. BORING DESIGNATION
STARTED
3. DRILLING AGENCY
13. TOTAL NUMBER CORE BOXES
Boring Designation
17. TOTAL RECOVERY FOR BORING
10. COORDINATE SYSTEM/DATUM
MANUAL HAMMER
DRILLING LOG
VERTICAL
OF
VB-FPSP06-4
UNDISTURBED (UD)
16. ELEVATION TOP OF BORING
BEARING
8. TOTAL DEPTH OF BORING
SHEETS
5. DIRECTION OF BORING
DISTURBED
DEG. FROM
VERTICAL
SHEET
14. ELEVATION GROUND WATER
HORIZONTAL
1. PROJECT
INCLINED
DIVISION INSTALLATION
VERTICAL
CONTRACTOR FILE NO.
11. MANUFACTURER'S DESIGNATION OF DRILL
COMPLETED
18. SIGNATURE AND TITLE OF INSPECTOR
AUTO HAMMERLOCATION COORDINATES
N -V
A
LU
E
DEPTH
RQD
OR
UD
B
LO
W S
FT
REMARKSCLASSIFICATION OF MATERIALS %
REC.
LE
G
E N
D
ELEV.
B O
X O
R S
A M
P
LE
(Continued)
Byoung M. Kim, Geotechnical Engineer
South Atlantic
N/A
L. Gaughf
Fort Pierce Beach FL Shore Protection
Borrow Area
07-22-06
-29.3 Ft.
64 %
N/A
NAD83
See Remarks
State Plane, FLE (U.S. Ft.)
X = 905,643 Y = 1,121,310
MLW
Alpine 270 Vibracore on D/B Snell
Corps of Engineers - CESAW
20.0 Ft.
Jacksonville District
07-22-06
N/A
JUN 02
SAJ FORM 1836
Ft. Pierce Shore Protection Project
00 31 32 - 27
-49.3 -49.320.0
19 Vibracore
NOTES:
1. USACE Jacksonville is the custodian for these original files.
2. Soils are field visually classified in accordance with the Unified Soils Classification System.
3. Elevation based on predicted tide
4. Laboratory Testing Results
SAMPLE SAMPLE LABORATORY
ID DEPTH CLASSIFICATION
1 1.5/2.0 SP*
2 8.7/9.2 SP*
*Lab visual classification based on gradation curve. No Atterberg limits.
N -V
A
LU
E
DEPTH
RQD
OR
UD
B
LO
W S
FT
REMARKSCLASSIFICATION OF MATERIALS %
REC.
LE
G
E N
D
ELEV.
B O
X O
R S
A M
P
LE
ELEVATION TOP OF BORING
Boring Designation
Fort Pierce Beach FL Shore Protection
-29.3 Ft.
State Plane, FLE (U.S. Ft.)
Jacksonville District
VERTICAL
SHEETS
SHEET
X = 905,643 Y = 1,121,310
VB-FPSP06-4
COORDINATE SYSTEM/DATUMPROJECT HORIZONTAL
OF 2
INSTALLATION
LOCATION COORDINATES
NAD83
DRILLING LOG (Cont. Sheet)
MLW
JUN 02
SAJ FORM 1836-A
Ft. Pierce Shore Protection Project
00 31 32 - 28
-32.4
-33.2
-35.8
-38.3
-40.6
0.0
1.8
5.0
7.3
9.1 9.3
10.2
12.6
13.3
0.0-32.4-32.4
-34.2
-37.4
-39.7
-41.5 -41.7
-42.6
-45.0
-45.7
Vibracore
Vibracore
Vibracore
Vibracore
Vibracore
SHELL, mostly sand to gravel-sized shell, some fine-grained sand-sized quartz, moist, 10YR 6/3 pale brown
SAND, poorly-graded, mostly fine to medium-grained sand-sized quartz, few medium to coarse-grained sand-sized shell, moist, 10YR 5/4 yellowish brown (SP)
SHELL, mostly coarse-grained sand-sized shell, some fine to medium-grained sand-sized quartz, moist, 10YR 5/3 brown
At El. -38.9 Ft., some fine-grained sand-sized quartz, organic odor, 2.5Y 4/1 dark gray
SAND, poorly-graded, mostly fine-grained sand-sized quartz, few medium to coarse-grained sand-sized shell, moist, 10YR 5/2 grayish brown (SP)
CLAY, fat, high plasticity, soft, moist, 5Y 5/2 olive gray (CH) SHELL, mostly sand to gravel-sized shell, few fine-grained sand-sized quartz, moist, 5Y 3/1 very dark gray CLAY, fat, high plasticity, soft, few sand to gravel-sized shell, moist, 5Y 6/2 light olive gray
(CH)
At El. -43.4 Ft., some sand to gravel-sized shell
SAND, poorly-graded with silt, mostly fine-grained sand-sized quartz, few clay, moist, 10GY 4/1 dark greenish gray (SP-SM) SAND, poorly-graded, mostly fine-grained sand-sized quartz, little fine gravel-sized shell, moist, 10GY 4/1 dark greenish gray (SP)
From El. -47.1 to -47.3 Ft., mostly clay
15. DATE BORING
7. DEPTH DRILLED INTO ROCK
12. TOTAL SAMPLES
9. SIZE AND TYPE OF BIT
6. THICKNESS OF OVERBURDEN
VB-FPSP06-17
4. NAME OF DRILLER
2. BORING DESIGNATION
STARTED
3. DRILLING AGENCY
13. TOTAL NUMBER CORE BOXES
Boring Designation
17. TOTAL RECOVERY FOR BORING
10. COORDINATE SYSTEM/DATUM
MANUAL HAMMER
DRILLING LOG
VERTICAL
OF
VB-FPSP06-17
UNDISTURBED (UD)
16. ELEVATION TOP OF BORING
BEARING
8. TOTAL DEPTH OF BORING
SHEETS
5. DIRECTION OF BORING
DISTURBED
DEG. FROM
VERTICAL
SHEET
14. ELEVATION GROUND WATER
HORIZONTAL
1. PROJECT
INCLINED
DIVISION INSTALLATION
VERTICAL
CONTRACTOR FILE NO.
11. MANUFACTURER'S DESIGNATION OF DRILL
COMPLETED
18. SIGNATURE AND TITLE OF INSPECTOR
AUTO HAMMERLOCATION COORDINATES
N -V
A
LU
E
DEPTH
RQD
OR
UD
B
LO
W S
FT
REMARKSCLASSIFICATION OF MATERIALS %
REC.
LE
G
E N
D
ELEV.
B O
X O
R S
A M
P
LE
(Continued)
Byoung M. Kim, Geotechnical Engineer
South Atlantic
N/A
L. Gaughf
Fort Pierce Beach FL Shore Protection
Borrow Area
07-22-06
-32.4 Ft.
85 %
N/A
NAD83
See Remarks
State Plane, FLE (U.S. Ft.)
X = 905,099 Y = 1,124,623
MLW
Alpine 270 Vibracore on D/B Snell
Corps of Engineers - CESAW
20.0 Ft.
Jacksonville District
07-22-06
N/A
JUN 02
SAJ FORM 1836
Ft. Pierce Shore Protection Project
00 31 32 - 29
-49.4 17.0
-52.4
-48.3
-52.420.0
15.5
15.9
-47.9
-48.3
Vibracore
Vibracore
At El. -47.7 Ft., some fine gravel-sized shell CLAY, fat, high plasticity, firm, moist, 5GY 4/1 dark greenish gray (CH) SAND, clayey, mostly fine-grained sand-sized quartz, few fine gravel-sized shell, moist, 10GY 4/1 dark greenish gray (SC)
NOTES:
1. USACE Jacksonville is the custodian for these original files.
2. Soils are field visually classified in accordance with the Unified Soils Classification System.
3. Elevation based on predicted tide
4. Laboratory Testing Results
SAMPLE SAMPLE LABORATORY
ID DEPTH CLASSIFICATION
1 0.8/1.3 SP*
2 3.4/3.9 SP*
3 5.9/6.4 SP*
4 8.2/8.7 SP-SM*
*Lab visual classification based on gradation curve. No Atterberg limits.
N -V
A
LU
E
DEPTH
RQD
OR
UD
B
LO
W S
FT
REMARKSCLASSIFICATION OF MATERIALS %
REC.
LE
G
E N
D
ELEV.
B O
X O
R S
A M
P
LE
ELEVATION TOP OF BORING
Boring Designation
Fort Pierce Beach FL Shore Protection
-32.4 Ft.
State Plane, FLE (U.S. Ft.)
Jacksonville District
VERTICAL
SHEETS
SHEET
X = 905,099 Y = 1,124,623
VB-FPSP06-17
COORDINATE SYSTEM/DATUMPROJECT HORIZONTAL
OF 2
INSTALLATION
LOCATION COORDINATES
NAD83
DRILLING LOG (Cont. Sheet)
MLW
JUN 02
SAJ FORM 1836-A
Ft. Pierce Shore Protection Project
00 31 32 - 30
-41.1 10.0
-31.1
-31.9
-36.4
-40.1
-40.9
0.0
8.7
9.8
0.0-31.1-31.1
-39.8
-40.9
Vibracore
Vibracore
Vibracore
Vibracore
Vibracore
SAND, poorly-graded, mostly fine-grained sand-sized quartz, some medium to coarse-grained sand-sized shell, moist, 10YR 7/4 very pale brown (SP)
At El. -33.1 Ft., few medium-grained sand-sized shell, 2.5Y 5/2 grayish brown
SHELL, mostly sand to gravel-sized shell, trace fine-grained sand-sized quartz, trace clay, moist, 5Y 4/4 olive
SAND, clayey, mostly fine-grained sand-sized quartz, some clay, trace fine gravel-sized shell, moist, 5Y 4/2 olive gray (SC)
15. DATE BORING
7. DEPTH DRILLED INTO ROCK
12. TOTAL SAMPLES
9. SIZE AND TYPE OF BIT
6. THICKNESS OF OVERBURDEN
VB-FPSP06-18
4. NAME OF DRILLER
2. BORING DESIGNATION
STARTED
3. DRILLING AGENCY
13. TOTAL NUMBER CORE BOXES
Boring Designation
17. TOTAL RECOVERY FOR BORING
10. COORDINATE SYSTEM/DATUM
MANUAL HAMMER
DRILLING LOG
VERTICAL
OF
VB-FPSP06-18
UNDISTURBED (UD)
16. ELEVATION TOP OF BORING
BEARING
8. TOTAL DEPTH OF BORING
SHEETS
5. DIRECTION OF BORING
DISTURBED
DEG. FROM
VERTICAL
SHEET
14. ELEVATION GROUND WATER
HORIZONTAL
1. PROJECT
INCLINED
DIVISION INSTALLATION
VERTICAL
CONTRACTOR FILE NO.
11. MANUFACTURER'S DESIGNATION OF DRILL
COMPLETED
18. SIGNATURE AND TITLE OF INSPECTOR
AUTO HAMMERLOCATION COORDINATES
N -V
A
LU
E
DEPTH
RQD
OR
UD
B
LO
W S
FT
REMARKSCLASSIFICATION OF MATERIALS %
REC.
LE
G
E N
D
ELEV.
B O
X O
R S
A M
P
LE
(Continued)
Byoung M. Kim, Geotechnical Engineer
South Atlantic
N/A
L. Gaughf
Fort Pierce Beach FL Shore Protection
Borrow Area
07-22-06
-31.1 Ft.
50 %
N/A
NAD83
See Remarks
State Plane, FLE (U.S. Ft.)
X = 905,008 Y = 1,123,519
MLW
Alpine 270 Vibracore on D/B Snell
Corps of Engineers - CESAW
20.0 Ft.
Jacksonville District
07-22-06
N/A
JUN 02
SAJ FORM 1836
Ft. Pierce Shore Protection Project
00 31 32 - 31
-51.1 -51.120.0
2 Vibracore
NOTES:
1. USACE Jacksonville is the custodian for these original files.
2. Soils are field visually classified in accordance with the Unified Soils Classification System.
3. Elevation based on predicted tide
4. Laboratory Testing Results
SAMPLE SAMPLE LABORATORY
ID DEPTH CLASSIFICATION
1 0.8/1.3 SP*
2 5.3/5.8 SP*
3 9.0/9.5 SC*
*Lab visual classification based on gradation curve. No Atterberg limits.
N -V
A
LU
E
DEPTH
RQD
OR
UD
B
LO
W S
FT
REMARKSCLASSIFICATION OF MATERIALS %
REC.
LE
G
E N
D
ELEV.
B O
X O
R S
A M
P
LE
ELEVATION TOP OF BORING
Boring Designation
Fort Pierce Beach FL Shore Protection
-31.1 Ft.
State Plane, FLE (U.S. Ft.)
Jacksonville District
VERTICAL
SHEETS
SHEET
X = 905,008 Y = 1,123,519
VB-FPSP06-18
COORDINATE SYSTEM/DATUMPROJECT HORIZONTAL
OF 2
INSTALLATION
LOCATION COORDINATES
NAD83
DRILLING LOG (Cont. Sheet)
MLW
JUN 02
SAJ FORM 1836-A
Ft. Pierce Shore Protection Project
00 31 32 - 32
-35.4 5.0
-38.4
-30.4 -30.7
-32.2
-34.4
-38.48.0
0.0
1.0
2.7
3.3
0.0-30.4-30.4
-31.4
-33.1
-33.7
Vibracore
Vibracore
Vibracore
Vibracore
SHELL, mostly fine to coarse-grained sand-sized shell, few medium-grained sand-sized quartz, moist, 10YR 5/2 grayish brown SAND, poorly-graded, mostly fine to medium-grained sand-sized quartz, some fine to coarse-grained sand-sized shell, moist, 2.5Y 4/1 dark gray (SP)
SHELL, mostly sand to gravel-sized shell, some fine-grained sand-sized quartz, moist, 10YR 5/3 brown SAND, poorly-graded, mostly fine to medium-grained sand-sized quartz, few medium-grained sand-sized shell, moist, 5Y 4/2 olive gray (SP)
NOTES:
1. USACE Jacksonville is the custodian for these original files.
2. Soils are field visually classified in accordance with the Unified Soils Classification System.
3. Elevation based on predicted tide
4. Laboratory Testing Results
SAMPLE SAMPLE LABORATORY
ID DEPTH CLASSIFICATION
1 0.3/0.8 SP*
2 1.8/2.3 SP*
3 4.0/4.5 SP*
*Lab visual classification based on gradation curve. No Atterberg limits.
15. DATE BORING
7. DEPTH DRILLED INTO ROCK
12. TOTAL SAMPLES
9. SIZE AND TYPE OF BIT
6. THICKNESS OF OVERBURDEN
VB-FPSP06-19
4. NAME OF DRILLER
2. BORING DESIGNATION
STARTED
3. DRILLING AGENCY
13. TOTAL NUMBER CORE BOXES
Boring Designation
17. TOTAL RECOVERY FOR BORING
10. COORDINATE SYSTEM/DATUM
MANUAL HAMMER
DRILLING LOG
VERTICAL
OF
VB-FPSP06-19
UNDISTURBED (UD)
16. ELEVATION TOP OF BORING
BEARING
8. TOTAL DEPTH OF BORING
SHEETS
5. DIRECTION OF BORING
DISTURBED
DEG. FROM
VERTICAL
SHEET
14. ELEVATION GROUND WATER
HORIZONTAL
1. PROJECT
INCLINED
DIVISION INSTALLATION
VERTICAL
CONTRACTOR FILE NO.
11. MANUFACTURER'S DESIGNATION OF DRILL
COMPLETED
18. SIGNATURE AND TITLE OF INSPECTOR
AUTO HAMMERLOCATION COORDINATES
N -V
A
LU
E
DEPTH
RQD
OR
UD
B
LO
W S
FT
REMARKSCLASSIFICATION OF MATERIALS %
REC.
LE
G
E N
D
ELEV.
B O
X O
R S
A M
P
LE
Byoung M. Kim, Geotechnical Engineer
South Atlantic
N/A
L. Gaughf
Fort Pierce Beach FL Shore Protection
Borrow Area
07-22-06
-30.4 Ft.
63 %
N/A
NAD83
See Remarks
State Plane, FLE (U.S. Ft.)
X = 904,690 Y = 1,122,319
MLW
Alpine 270 Vibracore on D/B Snell
Corps of Engineers - CESAW
8.0 Ft.
Jacksonville District
07-22-06
N/A
JUN 02
SAJ FORM 1836
Ft. Pierce Shore Protection Project
00 31 32 - 33
-42.1 12.0
-30.1
-33.2
-38.3
-41.6
0.0
6.3
7.0
9.3 9.5
11.5
0.0-30.1-30.1
-36.4
-37.1
-39.4 -39.6
-41.6
Vibracore
Vibracore
Vibracore
Vibracore
SAND, poorly-graded, mostly fine to medium-grained sand-sized quartz, few medium-grained sand-sized shell, moist, 10YR 5/2 grayish brown (SP)
At El. -33.1 Ft., some fine gravel-sized shell
SHELL, mostly sand to gravel-sized shell, few medium-grained sand-sized quartz, moist, 10YR 5/3 brown SAND, poorly-graded, mostly fine-grained sand-sized quartz, some fine to coarse-grained sand-sized shell, moist, 10YR 5/3 brown (SP)
SAND, poorly-graded with silt, mostly fine-grained sand-sized quartz, few clay, moist, 2.5Y 4/1 dark gray (SP-SM) SHELL, mostly sand to gravel-sized shell, few fine-grained sand-sized quartz, trace clay, moist, 5Y 4/1 dark gray
CLAY, fat, high plasticity, firm, some fine-grained sand-sized quartz, moist (CH)
15. DATE BORING
7. DEPTH DRILLED INTO ROCK
12. TOTAL SAMPLES
9. SIZE AND TYPE OF BIT
6. THICKNESS OF OVERBURDEN
VB-FPSP06-20
4. NAME OF DRILLER
2. BORING DESIGNATION
STARTED
3. DRILLING AGENCY
13. TOTAL NUMBER CORE BOXES
Boring Designation
17. TOTAL RECOVERY FOR BORING
10. COORDINATE SYSTEM/DATUM
MANUAL HAMMER
DRILLING LOG
VERTICAL
OF
VB-FPSP06-20
UNDISTURBED (UD)
16. ELEVATION TOP OF BORING
BEARING
8. TOTAL DEPTH OF BORING
SHEETS
5. DIRECTION OF BORING
DISTURBED
DEG. FROM
VERTICAL
SHEET
14. ELEVATION GROUND WATER
HORIZONTAL
1. PROJECT
INCLINED
DIVISION INSTALLATION
VERTICAL
CONTRACTOR FILE NO.
11. MANUFACTURER'S DESIGNATION OF DRILL
COMPLETED
18. SIGNATURE AND TITLE OF INSPECTOR
AUTO HAMMERLOCATION COORDINATES
N -V
A
LU
E
DEPTH
RQD
OR
UD
B
LO
W S
FT
REMARKSCLASSIFICATION OF MATERIALS %
REC.
LE
G
E N
D
ELEV.
B O
X O
R S
A M
P
LE
(Continued)
Byoung M. Kim, Geotechnical Engineer
South Atlantic
N/A
L. Gaughf
Fort Pierce Beach FL Shore Protection
Borrow Area
07-22-06
-30.1 Ft.
60 %
N/A
NAD83
See Remarks
State Plane, FLE (U.S. Ft.)
X = 906,062 Y = 1,122,318
MLW
Alpine 270 Vibracore on D/B Snell
Corps of Engineers - CESAW
20.0 Ft.
Jacksonville District
07-22-06
N/A
JUN 02
SAJ FORM 1836
Ft. Pierce Shore Protection Project
00 31 32 - 34
-50.1 -50.120.0
6 Vibracore
NOTES:
1. USACE Jacksonville is the custodian for these original files.
2. Soils are field visually classified in accordance with the Unified Soils Classification System.
3. Elevation based on predicted tide
4. Laboratory Testing Results
SAMPLE SAMPLE LABORATORY
ID DEPTH CLASSIFICATION
1 3.1/3.6 SP*
2 8.2/8.7 SP*
*Lab visual classification based on gradation curve. No Atterberg limits.
N -V
A
LU
E
DEPTH
RQD
OR
UD
B
LO
W S
FT
REMARKSCLASSIFICATION OF MATERIALS %
REC.
LE
G
E N
D
ELEV.
B O
X O
R S
A M
P
LE
ELEVATION TOP OF BORING
Boring Designation
Fort Pierce Beach FL Shore Protection
-30.1 Ft.
State Plane, FLE (U.S. Ft.)
Jacksonville District
VERTICAL
SHEETS
SHEET
X = 906,062 Y = 1,122,318
VB-FPSP06-20
COORDINATE SYSTEM/DATUMPROJECT HORIZONTAL
OF 2
INSTALLATION
LOCATION COORDINATES
NAD83
DRILLING LOG (Cont. Sheet)
MLW
JUN 02
SAJ FORM 1836-A
Ft. Pierce Shore Protection Project
00 31 32 - 35
-37.5 7.0
-30.5
-32.8
-34.8
-37.2
0.0
4.0
4.8
0.0-30.5-30.5
-34.5
-35.3
Vibracore
Vibracore
Vibracore
Vibracore
SAND, poorly-graded, mostly fine to medium-grained sand-sized quartz, little medium to coarse-grained sand-sized shell, moist, 2.5Y 5/3 light olive brown (SP)
From El. -32.2 to -32.5 Ft., some sand to gravel-sized shell
SHELL, mostly medium to coarse-grained sand-sized shell, few fine-grained sand-sized quartz, moist, 2.5Y 6/3 light yellowish brown SAND, poorly-graded, mostly fine to medium-grained sand-sized quartz, few fine-grained sand-sized shell, moist, 5Y 5/2 olive gray (SP)
15. DATE BORING
7. DEPTH DRILLED INTO ROCK
12. TOTAL SAMPLES
9. SIZE AND TYPE OF BIT
6. THICKNESS OF OVERBURDEN
VB-FPSP06-21
4. NAME OF DRILLER
2. BORING DESIGNATION
STARTED
3. DRILLING AGENCY
13. TOTAL NUMBER CORE BOXES
Boring Designation
17. TOTAL RECOVERY FOR BORING
10. COORDINATE SYSTEM/DATUM
MANUAL HAMMER
DRILLING LOG
VERTICAL
OF
VB-FPSP06-21
UNDISTURBED (UD)
16. ELEVATION TOP OF BORING
BEARING
8. TOTAL DEPTH OF BORING
SHEETS
5. DIRECTION OF BORING
DISTURBED
DEG. FROM
VERTICAL
SHEET
14. ELEVATION GROUND WATER
HORIZONTAL
1. PROJECT
INCLINED
DIVISION INSTALLATION
VERTICAL
CONTRACTOR FILE NO.
11. MANUFACTURER'S DESIGNATION OF DRILL
COMPLETED
18. SIGNATURE AND TITLE OF INSPECTOR
AUTO HAMMERLOCATION COORDINATES
N -V
A
LU
E
DEPTH
RQD
OR
UD
B
LO
W S
FT
REMARKSCLASSIFICATION OF MATERIALS %
REC.
LE
G
E N
D
ELEV.
B O
X O
R S
A M
P
LE
(Continued)
Byoung M. Kim, Geotechnical Engineer
South Atlantic
N/A
L. Gaughf
Fort Pierce Beach FL Shore Protection
Borrow Area
07-22-06
-30.5 Ft.
35 %
N/A
NAD83
See Remarks
State Plane, FLE (U.S. Ft.)
X = 904,897 Y = 1,121,569
MLW
Alpine 270 Vibracore on D/B Snell
Corps of Engineers - CESAW
20.0 Ft.
Jacksonville District
07-22-06
N/A
JUN 02
SAJ FORM 1836
Ft. Pierce Shore Protection Project
00 31 32 - 36
-50.5 -50.520.0
2 Vibracore
NOTES:
1. USACE Jacksonville is the custodian for these original files.
2. Soils are field visually classified in accordance with the Unified Soils Classification System.
3. Elevation based on predicted tide
4. Laboratory Testing Results
SAMPLE SAMPLE LABORATORY
ID DEPTH CLASSIFICATION
1 2.3/2.8 SP*
2 4.3/4.8 SP*
3 6.7/7.0 SP*
*Lab visual classification based on gradation curve. No Atterberg limits.
N -V
A
LU
E
DEPTH
RQD
OR
UD
B
LO
W S
FT
REMARKSCLASSIFICATION OF MATERIALS %
REC.
LE
G
E N
D
ELEV.
B O
X O
R S
A M
P
LE
ELEVATION TOP OF BORING
Boring Designation
Fort Pierce Beach FL Shore Protection
-30.5 Ft.
State Plane, FLE (U.S. Ft.)
Jacksonville District
VERTICAL
SHEETS
SHEET
X = 904,897 Y = 1,121,569
VB-FPSP06-21
COORDINATE SYSTEM/DATUMPROJECT HORIZONTAL
OF 2
INSTALLATION
LOCATION COORDINATES
NAD83
DRILLING LOG (Cont. Sheet)
MLW
JUN 02
SAJ FORM 1836-A
Ft. Pierce Shore Protection Project
00 31 32 - 37
00 31 32 - 38
00 31 32 - 39
00 31 32 - 40
00 31 32 - 41
00 31 32 - 42
00 31 32 - 43
00 31 32 - 44
00 31 32 - 45
00 31 32 - 46
00 31 32 - 47
00 31 32 - 48
00 31 32 - 49
00 31 32 - 50
00 31 32 - 51
00 31 32 - 52
00 31 32 - 53
00 31 32 - 54
00 31 32 - 55
00 31 32 - 56
00 31 32 - 57
00 31 32 - 58
00 31 32 - 59
00 31 32 - 60
00 31 32 - 61
00 31 32 - 62
00 31 32 - 63
4.6 LABORATORY TESTING DATA
Applicable laboratory testing data are presented on the following pages.
Ft. Pierce Shore Protection Project
00 31 32 - 64
00 31 32 - 65
00 31 32 - 66
00 31 32 - 67
00 31 32 - 68
00 31 32 - 69
00 31 32 - 70
00 31 32 - 71
00 31 32 - 72
00 31 32 - 73
00 31 32 - 74
00 31 32 - 75
00 31 32 - 76
00 31 32 - 77
00 31 32 - 78
00 31 32 - 79
00 31 32 - 80
00 31 32 - 81
0.
0.
0.
PERCENT FINER BY WEIGHT
P I w n
O rg
G
S
F
IN
E C
O A
R S
E M
E D
IU
M
F
IN
E
0.
JU
N
C O
B B
L E
S
PERCENT COARSER BY WEIGHT
0.
P L
LL
40 90
B O
R
IN
G E
LE
V
D A
T E
F or t P ie rc e
B ea ch F
L S ho re
P ro te ct io n
B or ro w
A re a
G R
A V
E L
C O
A R
S E
0.
H Y
D R
O M
E T
E R
G R
A D
A T
IO
N
C U
R V
E S
-2 4.
F t., M
LW
/7
/2
P R
O
JE
C T
B O
R
IN
G N
O
V B
-F P
S P
-1
U . S
. S T
A N
D A
R D
S
IE
V E
O P
E N
IN
G
IN
IN
C H
E S
U . S
. S T
A N
D A
R D
S
IE
V E
N U
M B
E R
S
S A
J F
O R
M
S A
N D
V is ua l S he ll/
C O
S
IL
T O
R C
L A
Y
G R
A
IN
S
IZ
E
IN
M
IL
L
IM
E T
E R
S
S am pl e
N o.
M un se ll
Y
R
/3
C la ss if ic at io n
S A
N D
, p oo rly -g ra de d, m os tly f in e to m ed iu m
-g ra in ed s an d-si ze d qu ar tz so m e co ar se
-g ra in ed s an d-si ze d sh el l, m oi st , b ro w n
S P
D ep th
0.
to
.3
F t.
Ft. Pierce Shore Protection Project
00 31 32 - 82
0.
0.
PERCENT FINER BY WEIGHT
P I w n
O rg
G
S
F
IN
E C
O A
R S
E M
E D
IU
M
F
IN
E
0.
JU
N
C O
B B
L E
S
PERCENT COARSER BY WEIGHT
0.
P L
LL
40 90
B O
R
IN
G E
LE
V
D A
T E
F or t P ie rc e
B ea ch F
L S ho re
P ro te ct io n
B or ro w
A re a
G R
A V
E L
C O
A R
S E
0.
H Y
D R
O M
E T
E R
G R
A D
A T
IO
N
C U
R V
E S
-2 4.
F t., M
LW
/7
/2
P R
O
JE
C T
B O
R
IN
G N
O
V B
-F P
S P
-1
U . S
. S T
A N
D A
R D
S
IE
V E
O P
E N
IN
G
IN
IN
C H
E S
U . S
. S T
A N
D A
R D
S
IE
V E
N U
M B
E R
S
S A
J F
O R
M
S A
N D
V is ua l S he ll/
C O
S
IL
T O
R C
L A
Y
G R
A
IN
S
IZ
E
IN
M
IL
L
IM
E T
E R
S
S am pl e
N o.
M un se ll
Y
R
/3
C la ss if ic at io n
S A
N D
, p oo rly -g ra de d, m os tly f in e to m ed iu m
-g ra in ed s an d-si ze d qu ar tz so m e co ar se
-g ra in ed s an d-si ze d sh el l, m oi st , b ro w n
S P
D ep th
3.
to
.5
F t.
Ft. Pierce Shore Protection Project
00 31 32 - 83
0.
0.
PERCENT FINER BY WEIGHT
P I w n
O rg
G
S
F
IN
E C
O A
R S
E M
E D
IU
M
F
IN
E
0.
JU
N
C O
B B
L E
S
PERCENT COARSER BY WEIGHT
0.
P L
LL
40 90
B O
R
IN
G E
LE
V
D A
T E
F or t P ie rc e
B ea ch F
L S ho re
P ro te ct io n
B or ro w
A re a
G R
A V
E L
C O
A R
S E
0.
H Y
D R
O M
E T
E R
G R
A D
A T
IO
N
C U
R V
E S
-2 4.
F t., M
LW
/7
/2
P R
O
JE
C T
B O
R
IN
G N
O
V B
-F P
S P
-1
U . S
. S T
A N
D A
R D
S
IE
V E
O P
E N
IN
G
IN
IN
C H
E S
U . S
. S T
A N
D A
R D
S
IE
V E
N U
M B
E R
S
S A
J F
O R
M
S A
N D
V is ua l S he ll/
C O
S
IL
T O
R C
L A
Y
G R
A
IN
S
IZ
E
IN
M
IL
L
IM
E T
E R
S
S am pl e
N o.
M un se ll
Y
R
/3
C la ss if ic at io n
S A
N D
, p oo rly -g ra de d, m os tly f in e to m ed iu m
-g ra in ed s an d-si ze d qu ar tz so m e co ar se
-g…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .