B.08.02 GDR.pdf

SECTION 00 31 32

Geotechnical Data Report for

CEPP-South Contract 1 L-67A Structures

Prepared by

Geosystems Branch

Engineering Division

Jacksonville District Corps of Engineers

May 2020

00 31 32 - Page 1

GEOTECHNICAL DATA REPORT

Table of Contents

1 SCOPE

2 PROJECT BACKGROUND

3 CHARACTER OF MATERIALS

3.1 Regional and Local Geology

3.2 Materials Encountered

4 DEFINITIONS

4.1 Definitions of Basic Terms

4.2 Current Logging Terms

4.3 Previous Logging Terms

4.4 Testing and Procedure Methods

5 GEOTECHNICAL DATA

5.1 Summary of Field Investigations

5.2 Summary of Index Testing Data

5.3 Summary of Additional Laboratory Testing Data

5.4 Boring Log Notes

5.5 Inspection of Recovered Materials

5.6 Boring Logs

5.7 Laboratory Testing Data

List of Tables

Table 1. Available Boring Data Table 2. Available Probing Data Table 3. Available Hydraulic Conductivity Data Table 4: Index Testing Available for this Project Table 5. Available Laboratory Rock Testing Data

List of Plates

Plate 1. Vicinity Map Plate 2. Location of Field Investigations Plate 3. Location of Muck Probes

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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, muck probes, and field permeability test data. The associated boring logs, field test results, and laboratory data are presented in paragraphs 5.1, 5.2, and 5.3. 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 PROJECT BACKGROUND

The project will construct culverts S-631, S-632, and S-633 within the L-67A levee. The L-67A levee is one of two seepage management levees that trend northeast to southwest to separate Water Conservation Areas 3A and 3B (WCA-3A, WCA-3B). The project objective is to construct three culverts within the L-67A levee to direct surface water flows eastward from WCA-3A to WCA-3B. Once constructed, surface water will flow in a controlled manner to equilibrate water levels in both WCAs, leading to more natural hydroperiods in these wetlands. Plate 1 and Plate 2 show the vicinity map, and project feature locations, respectively.

3 CHARACTER OF MATERIALS

3.1 REGIONAL AND LOCAL GEOLOGY

The project is located in an undeveloped area of south Florida, within the WCA-3A and WCA-3B.

The surficial geology consists of Holocene peat, an organic-rich soil that forms in wetlands. Peat is underlain by a thick sequence of marine limestones. The uppermost layer of limestone is a hard, weathered limestone, which is the upper weathered surface of the Fort Thompson Formation. The Fort Thompson Formation consists of superposed sequence of marine limestone, carbonate sands and silts, and thin freshwater limestones (marl) that were that were deposited during changing sea levels of the Quaternary Period. The Fort Thompson Formation thickness is approximately 70 feet in the project area, and thins to the west.

3.2 MATERIALS ENCOUNTERED

Three Standard Penetration Test (SPT) borings/cores were collected along the L-67A at the proposed culvert locations. L-67A levee materials consist primarily of sand- to boulder-sized carbonate rock with various amounts of shell, clay and silt. L-67A levee was constructed directly on top of peat and limestone. The limestone is moderately hard to hard, highly to slightly

00 31 32 - Page 3 weathered, and pitted to vuggy. The limestone varies in hardness as shown on the logs and can be underlain by sand as seen in borings CP20-S632-CB-01 and CP20-S633-CB-01. Where sampled, UCS tests show rock above 3300 psi. Rock strengths may be higher in the vicinity based on the natural variation of the rock. Due to the hard nature of the rock, pretreatment of the rock is needed. Boring locations are shown in Plate 2, and coordinates are shown in Table 1.

Boring logs are shown in Section 5.6.

4 DEFINITIONS

Definitions not explicitly indicated in the sections below are typical industry standard definitions from their respective ASTMs.

4.1 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.

4.2 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.

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).

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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).

Very Wide (Fracture Aperture) - 0.394" (10 mm) to 0.984" (25 mm).

Vuggy - Voids 0.236" (6mm) to the diameter of the core.

4.3 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.

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4.4 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 D6913 Hydrometer Analysis ASTM D7928 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 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 D4044 Petrographic Examination ASTM C295 Sampling Aggregate (Minimum 4 hours) ASTM D75 Sampling Freshly Mixed Concrete ASTM C172 Sedimentation Rate No ASTM

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Test/Procedure Method 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

5 GEOTECHNICAL DATA

5.1 SUMMARY OF FIELD INVESTIGATIONS

The tables below summarize the field investigations data set available for this project.

Table 1. Available Boring Data

Boring Designation State Plane, FL-East, NAD83 Available for Inspection X Y

CP20-S631-CB-01 788,207 567,394 √

CP20-S632-CB-01 771,721 543,010 √

CP20-S633-CB-01 765,965 534,493 √

* Coordinates presented correspond to the project coordinate system and datum

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Table 2. Available Probing Data

Designation State Plane, FL-EAST NAD83 Water Depth

(ft)

Muck Depth (ft)

Muck Thickness

(ft) X Y

CP18-L67D-MP-001 784940 562342 1.5 8.0 6.5

CP18-L67D-MP-002 784966 562087 1.8 9.2 7.4

CP18-L67D-MP-003 784987 561832 1.5 9.0 7.5

CP18-L67D-MP-004 785008 561592 2.2 7.3 5.1

CP18-L67D-MP-005 785044 561348 1.5 9.0 7.5

CP18-L67D-MP-006 785060 561087 2.2 9.0 6.8

CP18-L67D-MP-007 785096 560837 1.5 7.7 6.2

CP18-L67D-MP-008 785117 560587 2.5 7.8 5.3

CP18-L67D-MP-009 785138 560353 2.0 8.5 6.5

CP18-L67D-MP-010 785159 560103 2.5 8.5 6.0

CP18-L67D-MP-011 785185 559863 2.4 8.3 5.9

CP18-L67D-MP-012 785206 559608 1.5 8.2 6.7

CP18-L67D-MP-013 785237 559353 2.2 8.5 6.3

CP18-L67D-MP-014 785258 559103 2.0 7.0 5.0

CP18-L67D-MP-015 785284 558853 1.7 8.0 6.3

CP18-L67D-MP-016 785315 558598 2.5 7.5 5.0

CP18-L67D-MP-017 785341 558348 2.0 7.8 5.8

CP18-L67D-MP-018 785362 558092 1.7 8.5 6.8

CP18-L67D-MP-019 785399 557837 1.6 8.0 6.4

CP18-L67D-MP-020 785430 557598 2.2 8.5 6.3

CP18-L67D-MP-021 785435 557353 1.7 7.7 6.0

CP18-L67D-MP-022 785461 557103 2.0 7.7 5.7

CP18-L67D-MP-023 785492 556863 1.7 8.0 6.3

CP18-L67D-MP-024 785544 556613 1.5 7.2 5.7

CP18-L67D-MP-025 785539 556363 2.3 7.7 5.4

CP18-L67D-MP-026 785576 556108 2.0 9.0 7.0

CP18-L67D-MP-027 785586 555858 1.7 8.9 7.2

CP18-L67D-MP-028 785623 555598 1.7 7.5 5.8

CP18-L67D-MP-029 785643 555363 2.0 7.7 5.7

CP18-L67D-MP-030 785669 555108 2.0 7.3 5.3

CP18-L67D-MP-031 785690 554868 2.0 7.0 5.0

CP18-L67D-MP-032 785716 554624 1.5 7.3 5.8

CP18-L67D-MP-033 785742 554379 1.8 7.2 5.4

CP18-L67D-MP-034 785763 554124 1.7 7.4 5.7

CP18-L67D-MP-035 785789 553879 2.0 7.2 5.2

CP18-L67D-MP-036 785815 553634 2.3 7.3 5.0

CP18-L67D-MP-037 785841 553415 2.0 7.5 5.5

CP18-L67D-MP-038 785867 553129 1.8 2.5 0.7

CP18-L67D-MP-039 785888 552894 1.5 7.0 5.5

CP18-L67D-MP-040 785914 552644 1.5 7.0 5.5

CP18-L67D-MP-041 785940 552400 1.4 7.0 5.6

CP18-L67D-MP-042 785961 552150 1.5 7.0 5.5

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(ft)

Muck Depth (ft)

Muck Thickness

(ft) X Y

CP18-L67D-MP-043 785992 551905 1.4 7.0 5.6

CP18-L67D-MP-044 786013 551660 1.4 6.8 5.4

CP18-L67D-MP-045 786013 551410 1.5 6.8 5.3

CP18-L67D-MP-046 786013 551155 1.4 6.4 5.0

CP18-L67D-MP-047 786003 550910 1.4 7.0 5.6

CP18-L67D-MP-048 786013 550660 1.5 7.0 5.5

CP18-L67D-MP-049 786013 550410 1.5 7.5 6.0

CP18-L67D-MP-050 786013 550171 1.6 6.8 5.2

CP18-L67D-MP-051 786008 549921 2.0 6.8 4.8

CP18-L67D-MP-052 786008 549676 1.7 6.7 5.0

CP18-L67D-MP-053 786008 549415 1.7 7.0 5.3

CP18-L67D-MP-054 786008 549176 1.6 6.8 5.2

CP18-L67D-MP-055 786013 548915 1.5 7.4 5.9

CP18-L67D-MP-056 786008 548676 1.4 7.0 5.6

CP18-L67D-MP-057 786018 548415 1.9 7.7 5.8

CP18-L67D-MP-058 786018 548165 1.5 6.8 5.3

CP18-L67D-MP-059 786013 547921 1.6 7.0 5.4

CP18-L67D-MP-060 786013 547671 1.6 7.2 5.6

CP18-L67D-MP-061 786013 547426 1.7 7.0 5.3

CP18-L67D-MP-062 786018 547171 1.5 6.8 5.3

CP18-L67D-MP-063 786018 546926 1.6 7.2 5.6

CP18-L67D-MP-064 786018 546660 2.0 6.8 4.8

CP18-L67D-MP-065 786018 546415 1.5 6.8 5.3

CP18-L67D-MP-066 786018 546176 1.5 6.8 5.3

CP18-L67D-MP-067 786013 545926 1.6 6.5 4.9

CP18-L67D-MP-068 786018 545681 1.7 6.5 4.8

CP18-L67D-MP-069 786018 545431 1.2 6.8 5.6

CP18-L67D-MP-070 786013 545186 1.4 8.0 6.6

CP18-L67D-MP-071 786013 544931 1.5 6.8 5.3

CP18-L67D-MP-072 786013 544676 1.4 6.7 5.3

CP18-L67D-MP-073 786013 544426 1.5 7.1 5.6

CP18-L67D-MP-074 786013 544171 1.8 6.8 5.0

CP18-L67D-MP-075 786013 543921 1.5 6.4 4.9

CP18-L67D-MP-076 786018 543665 1.4 6.6 5.2

CP18-L67D-MP-077 786013 543405 0.7 7.0 6.3

CP18-L67D-MP-078 786024 543155 1.5 6.7 5.2

CP18-L67D-MP-079 786018 542900 1.5 7.3 5.8

CP18-L67D-MP-080 786018 542655 1.5 6.4 4.9

CP18-L67D-MP-081 786013 542400 1.5 6.5 5.0

CP18-L67D-MP-082 786018 542144 1.5 6.5 5.0

CP18-L67D-MP-083 786018 541884 1.5 6.6 5.1

CP18-L67D-MP-084 786018 541639 1.5 6.8 5.3

CP18-L67D-MP-085 786018 541384 1.5 6.6 5.1

CP18-L67D-MP-086 786018 541134 1.5 8.1 6.6

CP18-L67D-MP-087 786024 540868 1.7 6.8 5.1

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(ft)

Muck Depth (ft)

Muck Thickness

(ft) X Y

CP18-L67D-MP-088 786018 540634 1.8 7.0 5.2

CP18-L67D-MP-089 786018 540384 1.5 6.6 5.1

CP18-L67D-MP-090 786018 540134 2.0 7.0 5.0

CP18-L67D-MP-091 786024 539889 1.6 7.0 5.4

CP18-L67D-MP-092 786024 539634 1.7 7.2 5.5

CP18-L67D-MP-093 786018 539389 1.6 6.6 5.0

CP18-L67D-MP-094 786024 539150 1.7 8.0 6.3

CP18-L67D-MP-095 786034 538894 1.5 6.8 5.3

CP18-L67D-MP-096 786024 538644 1.7 7.0 5.3

CP18-L67D-MP-097 786018 538394 1.7 7.5 5.8

CP18-L67D-MP-098 786024 538134 1.7 6.8 5.1

CP18-L67D-MP-099 786018 537894 1.5 7.3 5.8

CP18-L67D-MP-100 786024 537639 1.5 7.0 5.5

CP18-L67D-MP-101 786018 537389 2.0 7.0 5.0

CP18-L67D-MP-102 786018 537155 1.6 7.0 5.4

CP18-L67D-MP-103 786029 536900 1.6 7.2 5.6

CP18-L67D-MP-104 786018 536655 1.5 7.5 6.0

CP18-L67D-MP-105 786018 536415 1.6 7.4 5.8

CP18-L67D-MP-106 786018 536160 2.0 7.0 5.0

CP18-L67D-MP-107 786018 535905 1.7 6.7 5.0

CP18-L67D-MP-108 786024 535660 1.5 7.2 5.7

CP18-L67D-MP-109 786018 535415 1.5 6.8 5.3

CP18-L67D-MP-110 786029 535171 1.7 6.5 4.8

CP18-L67D-MP-111 786018 534926 1.8 6.8 5.0

CP18-L67D-MP-112 786018 534681 2.0 6.8 4.8

CP18-L67D-MP-113 786034 534447 1.6 6.8 5.2

CP18-L67D-MP-114 786024 534197 1.5 6.6 5.1

CP18-L67D-MP-115 786029 533947 1.5 6.4 4.9

CP18-L67D-MP-116 786029 533697 2.0 7.0 5.0

CP18-L67D-MP-117 786024 533452 1.6 6.8 5.2

CP18-L67D-MP-118 786029 533207 1.6 7.0 5.4

CP18-L67D-MP-119 786029 532957 1.5 6.5 5.0

CP18-L67D-MP-120 786029 532707 1.5 6.5 5.0

CP18-L67D-MP-121 786029 532467 1.5 7.3 5.8

CP18-L67D-MP-122 786029 532217 1.5 6.4 4.9

CP18-L67D-MP-123 786029 531967

CP18-L67D-MP-124 786029 531717 1.5 7.5 6.0

CP18-L67D-MP-125 786024 531467 1.7 6.5 4.8

CP18-L67D-MP-126 786029 531207 1.8 6.4 4.6

CP18-L67D-MP-127 786029 530962 1.5 6.3 4.8

CP18-L67D-MP-128 786024 530717 1.6 6.8 5.2

CP18-L67D-MP-129 786034 530467 1.8 6.5 4.7

CP18-L67D-MP-130 786029 530223 1.7 6 4.3

CP18-L67D-MP-131 786029 529967 1.8 6.2 4.4

CP18-L67D-MP-132 786029 529717 1.7 6 4.3

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(ft)

Muck Depth (ft)

Muck Thickness

(ft) X Y

CP18-L67D-MP-133 786029 529473 1.8 6.2 4.4

CP18-L67D-MP-134 786024 529223 1.8 6.5 4.7

CP18-L67D-MP-135 786024 528978 1.8 6.5 4.7

CP18-L67D-MP-136 786024 528728 2 6.5 4.5

CP18-L67D-MP-137 786029 528473 2 6.4 4.4

CP18-L67D-MP-138 786029 528238 1.7 6.4 4.7

CP18-L67D-MP-139 786024 527983 1.7 7 5.3

CP18-L67D-MP-140 786029 527738 1.7 6.8 5.1

CP18-L67D-MP-141 786029 527493 1.8 6.8 5.0

CP18-L67D-MP-142 786034 527238 1.71 6 4.3

CP18-L67D-MP-143 786034 526988 1.8 6.5 4.7

CP18-L67D-MP-144 786034 526728 2 6 4.0

CP18-L67D-MP-145 786039 526488 1.8 6.3 4.5

CP18-L67D-MP-146 786034 526238 1.8 7.4 5.6

CP18-L67D-MP-147 786034 525983 2 6.5 4.5

CP18-L67D-MP-148 786034 525733 1.8 6.4 4.6

CP18-L67D-MP-149 786034 525488 2 6.8 4.8

CP18-L67D-MP-150 786034 525238 1.7 6 4.3

CP18-L67D-MP-151 786034 524988 2 6.4 4.4

CP18-L67D-MP-152 786034 524728 2 6 4.0

CP18-L67D-MP-153 786034 524483 1.6 5.8 4.2

CP18-L67D-MP-154 786034 524238 1.8 5.8 4.0

CP18-L67D-MP-155 786034 523983 1.8 6 4.2

CP18-L67D-MP-156 786029 523733 1.5 6 4.5

CP18-L67D-MP-157 786034 523478 2.1 6 3.9

CP18-L67D-MP-158 786034 523228 2 6.8 4.8

CP18-L67D-MP-159 786034 522962 2 6 4.0

CP18-L67D-MP-160 786034 522712 1.7 6.8 5.1

00 31 32 - Page 11

The table below summarizes available field permeability (slug) test results for determination of hydraulic conductivity. All tests were conducted in the Fort Thompson Formation limestone.

Table 3. Available Hydraulic Conductivity Data

5.2 SUMMARY OF INDEX TESTING DATA

The table below summarizes the index testing available for this project.

Table 4. Index Testing Available for this Project

Boring Designation Depth, in ft USCS LL PL PI Org

% wn Munsell Color

CP20-S631-CB-01 6.0 to 7.5 Limestone 2.5Y 7/1 CP20-S631-CB-01 15.0 to 19.0 SC 50 19 31 6.3 57.8 2.5Y 6/3 CP20-S632-CB-01 1.5 to 2.0 Limestone 2.5Y 6/3 CP20-S632-CB-01 12.0 to 13.5 Limestone 30 87.7 2.5Y 2.5/1 CP20-S633-CB-01 9.5 to 11.0 Limestone 2.5Y 5/2 CP20-S633-CB-01 14.0 to 15.0 PT 339 244 95 60 183.3 5Y 2.5/1 CP20-S633-CB-01 50.0 to 51.5 SP-SM 2.5Y 5/2

USCS, Unified Soil Classification System; LL, Liquid Limit; PL, Plastic Limit; Org%, Percent Organic Content; Wn, Moisture Content. Shaded cells have no data.

Boring Designation Test Interval, in ft NAVD88

Test Interval, in ft below ground surface

Hydraulic Conductivity, in ft/day

Bower-Rice Solution

Hvorslev Solution

CP20-S631-CB-01

-40.5 to -45.5 56 to 61 6.79E+01 6.88E+01 -40.5 to -45.5 56 to 61 1.78E+02 1.69E+02

CP20-S632-CB-01

-41.5 to -46.9 55 to 60 2.56E+01 2.97E+01 -41.5 to -46.9 55 to 60 7.10E+01 7.48E+01

CP20-S633-CB-01

-19.5 to -24.5 35 to 40 2.12E+02 1.42E+02 -29.5 to -34.5 45 to 50 5.10E+01 5.11E+01

00 31 32 - Page 12

Note: Duplicate permeability tests were conducted at the same interval on CP20-S631-CB-01.

5.3 SUMMARY OF ADDITIONAL LABORATORY TESTING DATA

The table below summarize laboratory testing on rock available for this project. Testing result data sheets are included in paragraph 5.7.

Table 5. Available Laboratory Rock Testing Data

Boring Designation Depth (feet)

Unconfined Compressive

Strength (psi)

Dry Unit Weight

(pcf)

Tensile Strength

(psi)

CP20-S631-CB-01 19.0 – 20.2 2307.20 130.9 451

CP20-S631-CB-01 27.0 – 28.0 3333.17 150.1 400

CP20-S631-CB-01 40.8 – 45.6 2864.46 137.1 430

CP20-S632-CB-01 17.2 – 20.7 1450.70 136.5 309

CP20-S632-CB-01 37.0 – 37.5 563.30 113.9 161

CP20-S633-CB-01 20.9 – 21.9 853.73 149.1 356

5.4 BORING LOG NOTES

Borings CP20-S631-CB-01, CP20-S632-CB-01, and CP20-S633-CB-01 were driven using the Standard Penetration Test (SPT) procedure with a 140 pound hammer with a 30-inch drop using a

2.0 foot split spoon (1 3/8-inch I.D. and 2-inch O.D.). Borings were advanced in 18-inch intervals, or until refusal was encountered. Refusal is defined as a total of 50 blows of the hammer within any 6-inch increment, a total of 100 blows within any 1-foot increment, or no observed advance of the sampler after 10 successive blows of the hammer. When refusal was encountered, the borings were continued with a PQ 3 3/8-inch core barrel until the rate of penetration indicated softer material, at which point the SPT procedure was resumed.

5.5 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. The address and hours of operation for the warehouse are 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 904-232-1236 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.

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 - Page 13

Plate 1. Vicinity Map

Plate 2. Location of Field Investigations

Plate 3. Location of Muck Probes

00 31 32 - Page 14

Dwn by:

Ckd by:

Dated:

DEPARTMENT OF THE ARMY

JACKSONVILLE DISTRICT, CORPS OF ENGINEERS

JACKSONVILLE, FLORIDA

PLATE NO.

1JM

SH

SH

11OCT19

Dsn by:

CEPP-SOUTH CNT 1 L-67A

VICINITY MAP

GEOTECHNICAL DRAWINGS

NOT FOR CONSTRUCTION

L-6 7 A

L-6 7C

KR

OM

E A

VE

US

H

WY

TAMIAMI TRAIL

US HWY 41L-29

L-30

MIAMI

CANAL

0 20,000 40,00010,000 Feet

EVERGLADES NATIONAL

PARK

WCA-3BWCA-3A

LOCATION MAP

00 31 32 - Page 15

!H

!H

CP20-S633-CB-1

CP20-S632-CB-1

CP20-S631-CB-1

Dwn by:

Ckd by:

Dated:

DEPARTMENT OF THE ARMY

JACKSONVILLE DISTRICT, CORPS OF ENGINEERS

JACKSONVILLE, FLORIDA

PLATE NO.

2JM

SH

SH

25Mar20

Dsn by:

CEPP-SOUTH CNT 1 L-67A

BORING LOCATIONS

GEOTECHNICAL DRAWINGS

NOT FOR CONSTRUCTION

L-6 7 A

L-6 7C

KR

OM

E A

VE

US

H

W Y 9

TAMIAMI TRAIL

US HWY 41L-29

L-30

MIAMI

CANAL

0 20,000 40,00010,000 Feet

EVERGLADES NATIONAL

PARK

WCA-3BWCA-3A

Legend !H Boring_Location ³

00 31 32 - Page 16

!H

CP20-S633-CB-01

CP20-S632-CB-01

MP-160

MP-001

MP-156

MP-152

MP-148

MP-144

MP-140

MP-136

MP-132

MP-128

MP-124

MP-120

MP-116

MP-112

MP-108

MP-104

MP-100

MP-096

MP-092

MP-088

MP-084

MP-080

MP-076

MP-072

MP-068

MP-064

MP-060

MP-056

MP-052

MP-048

MP-044

MP-040

MP-036

MP-032

MP-028

MP-024

MP-020

MP-016

MP-012

MP-008

MP-004

Dwn by:

Ckd by:

Dated:

DEPARTMENT OF THE ARMY

JACKSONVILLE DISTRICT, CORPS OF ENGINEERS

JACKSONVILLE, FLORIDA

PLATE NO.

3JM

SH

SH

25Mar20

Dsn by:

CEPP-SOUTH CNT 1 L-67A

MUCK PROBE LOCATION

GEOTECHNICAL DRAWINGS

NOT FOR CONSTRUCTION

L-6 7 A

L-6 7C

TAMIAMI TRAIL

US HWY 41L-29

L-30

MIAMI

CANAL

0 9,000 18,0004,500 Feet

EVERGLADES NATIONAL

PARK

WCA-3B

Legend ! Muck_Probe

!H Boring_Location ³

00 31 32 - Page 17

5.6 BORING LOGS

Applicable boring logs are presented on the following pages.

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.

00 31 32 - Page 18

17.4

15.9

14.4

12.9

11.4

9.9

8.4

6.9

5.4

3.9

2.4

WOH

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

FILL, gravelly, mostly sand to gravel-sized limestone, few silt, few boulder-sized limestone, moist, 2.5Y 7/1 light gray

At El. 11.4 Ft., 2.5Y 8/1 white

At El. 7.4 Ft., wet, 2.5Y 4/2 dark grayish brown

SILT, organic-L, few peat, N 2.5/ black (OL)

17.417.4

4.0

0.0

13.4

0.0

RQD

OR

UD

CLASSIFICATION OF MATERIALS %

REC.

L E

G E

N D

B O

X O

R S

A M

P L

E

REMARKS

N -V

A L

U E

B L

O W

S

.5

F T

DEPTH

(ft)

ELEV.

(ft)

INCLINED

DIVISION INSTALLATION

VERTICAL

14. ELEVATION GROUND WATER

HORIZONTAL

1. PROJECT

15. DATE BORING

7. DEPTH DRILLED INTO ROCK

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

CONTRACTOR FILE NO.

11. MANUFACTURER'S DESIGNATION OF DRILL

COMPLETED

18. SIGNATURE AND TITLE OF INSPECTOR

VERTICAL

OF

CP20-S631-CB-01

UNDISTURBED (UD)

16. ELEVATION TOP OF BORING

BEARING

8. TOTAL DEPTH OF BORING

SHEETS

5. DIRECTION OF BORING

DISTURBED

DEG. FROM

VERTICAL

SHEET

12. TOTAL SAMPLES

9. SIZE AND TYPE OF BIT

6. THICKNESS OF OVERBURDEN

CP20-S631-CB-01

4. NAME OF DRILLER

AUTO HAMMERLOCATION COORDINATES

NAD83

4.25 Hsa & Pq

State Plane, FLE (U.S. Ft.)

X = 788,207 Y = 567,394

NAVD88

Mobile B-60

7.8 Ft.

N/A

Corps of Engineers - CESAJ

61.0 Ft.

Jacksonville District

04-15-20

South Atlantic

N/A

Joe Bowerman

CEPP South CNT 1 L-67A Structures

S-631 Culvert

04-16-20

17.4 Ft.

75 %

Adam Tew, Geologist

SAJ FORM 1836

JUN 02

(Continued)

00 31 32 - Page 19

RQD

RQD

RQD

RQD

0.9

-0.6 -0.9

-4.1

-8.2

-13.4

50/0.3'

SPT Sampler

SPT Sampler

SPT Sampler

PQ Diamond Set Bit DT = 9 mins HP = 850 psi

DFR = 0 %

2.5, 2.9, 2.9, 0.5 min/ft

PQ Diamond Set Bit DT = 4 mins HP = 600 psi

DFR = 0 %

1, 0.8, 1.1, 0.9 min/ft

PQ Diamond Set Bit DT = 6 mins HP = 750 psi

DFR = 0 %

0.9, 0.9, 0.9, 1, 2 min/ft

PQ Diamond Set Bit DT = 14 mins HP = 550 psi

DFR = 0 %

1.5, 1.9, 2.5, 3.1, 4.9 min/ft

BOX

BOX

SAND, clayey, mostly medium-grained sand-sized quartz, some clay, few organic matter, 2.5Y 4/2 dark grayish brown (SC)

LIMESTONE, moderately hard, highly weathered, 2.5Y 7/1 light gray

At El. -0.9 Ft., fossiliferous, moderately weathered, solid

At El. -6.3 Ft., moderately hard, highly weathered, porous, shell casts

At El. -9.4 Ft., vuggy, recrystallized voids after shell

At El. -12.6 Ft., moderately weathered, pitted

LIMESTONE, fossiliferous, hard, slightly weathered, porous, voids after shell

1.6

0.6

-17.0

15.8

16.8

34.4

H ig hl y

W ea th

M od er at el y

W ea th e re d

H ig hl y

W ea th e re d

M od er at el y

W ea th e re d

S W

INSTALLATION

LOCATION COORDINATES

COORDINATE SYSTEM/DATUMPROJECT HORIZONTAL

OFDRILLING LOG (Cont. Sheet)

ELEVATION TOP OF BORING

Boring Designation

CEPP South CNT 1 L-67A Structures

17.4 Ft.

State Plane, FLE (U.S. Ft.)

Jacksonville District

VERTICAL

SHEETS

SHEET

X = 788,207 Y = 567,394

CP20-S631-CB-01

NAD83 NAVD88

RQD

OR

UD

CLASSIFICATION OF MATERIALS %

REC.

L E

G E

N D

B O

X O

R S

A M

P L

E

REMARKS

N -V

A L

U E

B L

O W

S

.5

F T

DEPTH

(ft)

ELEV.

(ft)

SAJ FORM 1836-A

JUN 02

(Continued)

00 31 32 - Page 20

RQD

RQD

RQD

RQD

RQD

-18.7

-23.4

-28.2

-33.0

PQ Diamond Set Bit DT = 9 mins HP = 600 psi

DFR = 0 %

1.1, 1.5, 1.8, 1.9, 2.6 min/ft

PQ Diamond Set Bit DT = 13 mins HP = 600 psi

DFR = 0 %

1.9, 1.5, 2, 1.7, 5.6 min/ft

PQ Diamond Set Bit DT = 12 mins HP = 600 psi

DFR = 0 %

2.7, 1.7, 2.7, 2, 2.5 min/ft

PQ Diamond Set Bit DT = 11 mins HP = 600 psi

DFR = 0 %

1.5, 1.6, 2.7, 1.9, 3 min/ft

BOX

BOX

BOX

At El. -18.2 Ft., highly weathered, porous

At El. -20.0 Ft., hard, moderately weathered, voids after shell

At El. -23.2 Ft., highly weathered, pitted

At El. -25.6 Ft., fossiliferous, hard, moderately weathered, porous, voids after shell

At El. -26.6 Ft., cavity

At El. -27.1 Ft., pitted, 2.5Y 8/1 white

At El. -28.1 Ft., hard, solid

At El. -30.6 Ft., vuggy

At El. -31.3 Ft., pitted, voids after shell

At El. -32.1 Ft., solid

LIMESTONE, moderately hard, vuggy

At El. -33.8 Ft., vuggy

At El. -35.6 Ft., solid

LIMESTONE, hard, vuggy

-32.6

-36.6

50.0

54.0

S W

H ig hl y

W ea th e re d

M od er at el y

W ea th e re d

H ig hl y

W ea th e re d

M od er at el y

W ea th e re d

INSTALLATION

LOCATION COORDINATES

COORDINATE SYSTEM/DATUMPROJECT HORIZONTAL

OFDRILLING LOG (Cont. Sheet)

ELEVATION TOP OF BORING

Boring Designation

CEPP South CNT 1 L-67A Structures

17.4 Ft.

State Plane, FLE (U.S. Ft.)

Jacksonville District

VERTICAL

SHEETS

SHEET

X = 788,207 Y = 567,394

CP20-S631-CB-01

NAD83 NAVD88

RQD

OR

UD

CLASSIFICATION OF MATERIALS %

REC.

L E

G E

N D

B O

X O

R S

A M

P L

E

REMARKS

N -V

A L

U E

B L

O W

S

.5

F T

DEPTH

(ft)

ELEV.

(ft)

SAJ FORM 1836-A

JUN 02

(Continued)

00 31 32 - Page 21

RQD

-38.6

-43.6

PQ Diamond Set Bit DT = 10 mins HP = 600 psi

DFR = 0 %

1.4, 1.5, 2.6, 1.9, 2.6 min/ft

BOX

BOX

At El. -40.4 Ft., fossiliferous, moderately weathered, pitted, recrystallized voids after shell

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. Grouted

4. Laboratory Testing Results

SAMPLE LABORATORY

DEPTH ROCK TESTING RESULT UNIT

19.0 UCS 2307.2 psi

27.0 Unit Weight 150.1 pcf

27.0 UCS 3333.17 psi

40.8 Unit Weight 137.1 pcf

40.8 UCS 2864.46 psi

19.0 Unit Weight 130.9 pcf

SAMPLE LABORATORY

DEPTH SOIL TESTING RESULT UNIT

15.0 Atterberg (PI) 31

140# hammer w/30" drop used with 2.0' split spoon (1-3/8" I.D. x 2" O.D.).

A core barrel designation ending in "Q" indicates wireline.

Abbreviations:

WOH = Weight of Hammer DT = Drill Time.

HP = Hydraulic Pressure.

DFR = Drill Fluid Return.

-43.6 61.0

M od er at el y

W ea th e re d

M od er at el y

W ea th e re d

INSTALLATION

LOCATION COORDINATES

COORDINATE SYSTEM/DATUMPROJECT HORIZONTAL

OFDRILLING LOG (Cont. Sheet)

ELEVATION TOP OF BORING

Boring Designation

CEPP South CNT 1 L-67A Structures

17.4 Ft.

State Plane, FLE (U.S. Ft.)

Jacksonville District

VERTICAL

SHEETS

SHEET

X = 788,207 Y = 567,394

CP20-S631-CB-01

NAD83 NAVD88

RQD

OR

UD

CLASSIFICATION OF MATERIALS %

REC.

L E

G E

N D

B O

X O

R S

A M

P L

E

REMARKS

N -V

A L

U E

B L

O W

S

.5

F T

DEPTH

(ft)

ELEV.

(ft)

SAJ FORM 1836-A

JUN 02

00 31 32 - Page 22

13.6

12.1

10.6

9.1

7.6

6.1

4.6

3.1

1.6

0.1

-1.4

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

FILL, gravelly, mostly sand to gravel-sized limestone, few silt, few boulder-sized limestone, moist, 2.5Y 6/1 gray

At El. 3.6 Ft., wet

PEAT, some silt, fibrous, N 2.5/ black (PT)

CLAY, fat, medium plasticity, soft, trace organic

13.613.6

1.6

-0.9

0.0

12.0

14.5

0.0

RQD

OR

UD

CLASSIFICATION OF MATERIALS %

REC.

L E

G E

N D

B O

X O

R S

A M

P L

E

REMARKS

N -V

A L

U E

B L

O W

S

.5

F T

DEPTH

(ft)

ELEV.

(ft)

INCLINED

DIVISION INSTALLATION

VERTICAL

14. ELEVATION GROUND WATER

HORIZONTAL

1. PROJECT

15. DATE BORING

7. DEPTH DRILLED INTO ROCK

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

CONTRACTOR FILE NO.

11. MANUFACTURER'S DESIGNATION OF DRILL

COMPLETED

18. SIGNATURE AND TITLE OF INSPECTOR

VERTICAL

OF

CP20-S632-CB-01

UNDISTURBED (UD)

16. ELEVATION TOP OF BORING

BEARING

8. TOTAL DEPTH OF BORING

SHEETS

5. DIRECTION OF BORING

DISTURBED

DEG. FROM

VERTICAL

SHEET

12. TOTAL SAMPLES

9. SIZE AND TYPE OF BIT

6. THICKNESS OF OVERBURDEN

CP20-S632-CB-01

4. NAME OF DRILLER

AUTO HAMMERLOCATION COORDINATES

NAD83

4.25 Hsa & Pq

State Plane, FLE (U.S. Ft.)

X = 771,721 Y = 543,010

NAVD88

Mobile B-60

4.0 Ft.

N/A

Corps of Engineers - CESAJ

60.5 Ft.

Jacksonville District

04-12-20

South Atlantic

N/A

Joe Bowerman

CEPP South CNT 1 L-67A Structures

S-632 Culvert

04-14-20

13.6 Ft.

64 %

Adam Tew, Geologist

SAJ FORM 1836

JUN 02

(Continued)

00 31 32 - Page 23

RQD

RQD

RQD

RQD

-2.3

-7.1

-12.1

-17.2

-19.2

1SPT Sampler sample split at 15.5 ft

PQ Diamond Set Bit DT = 41 mins HP = 600 psi

6.5, 6.3, 3.9, 10.7, 13.3 min/ft

PQ Diamond Set Bit DT = 31 mins HP = 500 psi

3.9, 1.7, 2.5, 7.5, 15.2 min/ft

PQ Diamond Set Bit DT = 17 mins HP = 600 psi

2.7, 2.3, 1.8, 3.3, 6.9 min/ft

PQ Diamond Set Bit DT = 3 mins HP = 700 psi 1.8, 1 min/ft

PQ Diamond Set Bit DT = 8 mins HP = 850 psi

1.5, 1.7, 5 min/ft

35/0.4'

BOX

BOX

matter, 2.5Y 5/2 grayish brown (CH)

LIMESTONE, moderately hard, highly weathered, solid At El. -2.3 Ft., moderately weathered, pitted

At El. -3.6 Ft., highly weathered, vuggy

At El. -6.4 Ft., moderately weathered, solid

At El. -8.0 Ft., highly weathered, pitted

At El. -12.4 Ft., moderately hard, weathered

LIMESTONE, hard, pitted

At El. -15.4 Ft., weathered, vuggy

At El. -20.1 Ft., sparsely fossiliferous, slightly weathered, solid

-1.9

-13.2

-21.4

15.5

26.8

35.0

H M od

W ea

H ig hl y W ea th e re d M od

W ea

H ig hl y W ea th e re d W ea th e re d W ea th e re d

INSTALLATION

LOCATION COORDINATES

COORDINATE SYSTEM/DATUMPROJECT HORIZONTAL

OFDRILLING LOG (Cont. Sheet)

ELEVATION TOP OF BORING

Boring Designation

CEPP South CNT 1 L-67A Structures

13.6 Ft.

State Plane, FLE (U.S. Ft.)

Jacksonville District

VERTICAL

SHEETS

SHEET

X = 771,721 Y = 543,010

CP20-S632-CB-01

NAD83 NAVD88

RQD

OR

UD

CLASSIFICATION OF MATERIALS %

REC.

L E

G E

N D

B O

X O

R S

A M

P L

E

REMARKS

N -V

A L

U E

B L

O W

S

.5

F T

DEPTH

(ft)

ELEV.

(ft)

SAJ FORM 1836-A

JUN 02

(Continued)

00 31 32 - Page 24

RQD

RQD

RQD

RQD

-22.3

-27.3

-32.1

-37.4

-39.4

-40.9

PQ Diamond Set Bit DT = 10 mins HP = 750 psi

0.7, 1, 2.1, 2.1, 4 min/ft

PQ Diamond Set Bit DT = 13 mins HP = 750 psi

0.9, 1.8, 3, 3.5, 3.4 min/ft

PQ Diamond Set Bit DT = 7 mins HP = 700 psi

1.1, 1, 1, 1.2, 2.3 min/ft

SPT Sampler

SPT Sampler

SPT Sampler

BOX

BOX

BOX

LIMESTONE, fossiliferous, moderately hard, vuggy

LIMESTONE, hard, pitted, voids after shells, 2.5YR 8/1 white

LIMESTONE, moderately hard, moderately weathered, 2.5Y 7/1 light gray

At El. -30.8 Ft., vuggy

SAND, poorly-graded, mostly fine to medium-grained sand-sized quartz, few fine to coarse-grained sand-sized shell fragments, trace silt, wet, 2.5Y 7/1 light gray (SP)

-22.4

-27.0

-36.1

36.0

40.6

49.7

S lig ht ly

W ea th e re d

M od er at el y

W ea th e re d

INSTALLATION

LOCATION COORDINATES

COORDINATE SYSTEM/DATUMPROJECT HORIZONTAL

OFDRILLING LOG (Cont. Sheet)

ELEVATION TOP OF BORING

Boring Designation

CEPP South CNT 1 L-67A Structures

13.6 Ft.

State Plane, FLE (U.S. Ft.)

Jacksonville District

VERTICAL

SHEETS

SHEET

X = 771,721 Y = 543,010

CP20-S632-CB-01

NAD83 NAVD88

RQD

OR

UD

CLASSIFICATION OF MATERIALS %

REC.

L E

G E

N D

B O

X O

R S

A M

P L

E

REMARKS

N -V

A L

U E

B L

O W

S

.5

F T

DEPTH

(ft)

ELEV.

(ft)

SAJ FORM 1836-A

JUN 02

(Continued)

00 31 32 - Page 25

-42.4

-43.9

-45.4

-46.9

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

73At El. -45.9 Ft., little medium to coarse-grained sand-sized shell

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. Grouted

4. Laboratory Testing Results

SAMPLE LABORATORY

DEPTH ROCK TESTING RESULT UNIT

17.2 UCS 1450.7 psi

30.7 Unit Weight 113.9 pcf

30.7 UCS 563.3 psi

17.2 Unit Weight 136.5 pcf

140# hammer w/30" drop used with 2.0' split spoon (1-3/8" I.D. x 2" O.D.).

A core barrel designation ending in "Q" indicates wireline.

Abbreviations:

-46.9 60.5

INSTALLATION

LOCATION COORDINATES

COORDINATE SYSTEM/DATUMPROJECT HORIZONTAL

OFDRILLING LOG (Cont. Sheet)

ELEVATION TOP OF BORING

Boring Designation

CEPP South CNT 1 L-67A Structures

13.6 Ft.

State Plane, FLE (U.S. Ft.)

Jacksonville District

VERTICAL

SHEETS

SHEET

X = 771,721 Y = 543,010

CP20-S632-CB-01

NAD83 NAVD88

RQD

OR

UD

CLASSIFICATION OF MATERIALS %

REC.

L E

G E

N D

B O

X O

R S

A M

P L

E

REMARKS

N -V

A L

U E

B L

O W

S

.5

F T

DEPTH

(ft)

ELEV.

(ft)

SAJ FORM 1836-A

JUN 02

00 31 32 - Page 26

15.0

14.5

13.0

11.5

10.0

8.5

7.0

5.5

4.0

2.5

1.0

Advanced Boring w/ hollow stem auger

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

ASPHALT

FILL, gravelly, mostly sand to gravel-sized limestone, few silt, few boulder-sized limestone, moist, 2.5Y 6/1 gray

At El. 5.5 Ft., wet

PEAT, mostly organic matter, few fine-grained sand-sized quartz, few clay, N 2.5/ black (PT)

15.015.0

14.5

4.0

0.0

0.0

0.5

11.0

15.0

0.0

RQD

OR

UD

CLASSIFICATION OF MATERIALS %

REC.

L E

G E

N D

B O

X O

R S

A M

P L

E

REMARKS

N -V

A L

U E

B L

O W

S

.5

F T

DEPTH

(ft)

ELEV.

(ft)

INCLINED

DIVISION INSTALLATION

VERTICAL

14. ELEVATION GROUND WATER

HORIZONTAL

1. PROJECT

15. DATE BORING

7. DEPTH DRILLED INTO ROCK

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

CONTRACTOR FILE NO.

11. MANUFACTURER'S DESIGNATION OF DRILL

COMPLETED

18. SIGNATURE AND TITLE OF INSPECTOR

VERTICAL

OF

CP20-S633-CB-01

UNDISTURBED (UD)

16. ELEVATION TOP OF BORING

BEARING

8. TOTAL DEPTH OF BORING

SHEETS

5. DIRECTION OF BORING

DISTURBED

DEG. FROM

VERTICAL

SHEET

12. TOTAL SAMPLES

9. SIZE AND TYPE OF BIT

6. THICKNESS OF OVERBURDEN

CP20-S633-CB-01

4. NAME OF DRILLER

AUTO HAMMERLOCATION COORDINATES

NAD83

4.25 Hsa & Pq

State Plane, FLE (U.S. Ft.)

X = 765,965 Y = 534,493

NAVD88

Mobile B-60

5.5 Ft.

N/A

Corps of Engineers - CESAJ

60.5 Ft.

Jacksonville District

04-09-20

South Atlantic

N/A

Joe Bowerman

CEPP South CNT 1 L-67A Structures

S-633 Culvert

04-12-20

15.0 Ft.

53 %

Adam Tew, Geologist

SAJ FORM 1836

JUN 02

(Continued)

00 31 32 - Page 27

RQD

RQD

RQD

-0.5

-2.0

-3.5

-5.0

-5.9

-11.4

-16.2

-20.0

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

PQ Diamond Set Bit DT = 25 mins HP = 500 psi

DFR = 0 %

2.9, 0.5, 1.5, 6.7, 13.3 min/ft

PQ Diamond Set Bit DT = 28 mins HP = 550 psi

DFR = 0 %

2.3, 5.8, 4.9, 7.1, 8.2 min/ft

PQ Diamond Set Bit DT = 13 mins HP = 500 psi

DFR = 0 %

2, 1.2, 1.2, 2.5, 5.9 min/ft

50/0.4'

BOX

BOX

LIMESTONE, moderately hard, highly weathered, pitted, 2.5Y 7/1 light gray

At El. -2.0 Ft., moderately weathered

At El. -5.9 Ft., highly weathered, pitted

At El. -7.0 Ft., >50% porosity

From El. -11.0 to -27.2 Ft., fossiliferous, moderately weathered, vuggy

-20.0 35.0

H ig hl y

W ea th e re d

M od er at el y

W ea th e re d

H ig hl y

W ea th e re d

M od er at el y

W ea th e re d

INSTALLATION

LOCATION COORDINATES

COORDINATE SYSTEM/DATUMPROJECT HORIZONTAL

OFDRILLING LOG (Cont. Sheet)

ELEVATION TOP OF BORING

Boring Designation

CEPP South CNT 1 L-67A Structures

15.0 Ft.

State Plane, FLE (U.S. Ft.)

Jacksonville District

VERTICAL

SHEETS

SHEET

X = 765,965 Y = 534,493

CP20-S633-CB-01

NAD83 NAVD88

RQD

OR

UD

CLASSIFICATION OF MATERIALS %

REC.

L E

G E

N D

B O

X O

R S

A M

P L

E

REMARKS

N -V

A L

U E

B L

O W

S

.5

F T

DEPTH

(ft)

ELEV.

(ft)

SAJ FORM 1836-A

JUN 02

(Continued)

00 31 32 - Page 28

-21.5

-23.0

-24.5

-26.0

-27.5

-29.0

-30.5

-32.0

-33.5

-35.0

-36.5

-38.0

-39.5

NR

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

15A

SAND, poorly-graded, little fine to medium-grained sand-sized quartz, trace silt, 2.5Y 7/1 light gray (SP)

At El. -23.0 Ft., little angular shell fragments

SAND, poorly-graded with silt, mostly fine to medium-grained sand-sized quartz, few silt, few fine to medium-grained sand-sized shell fragments, 2.5Y 6/1 gray (SP-SM)

-34.3 49.3

INSTALLATION

LOCATION COORDINATES

COORDINATE SYSTEM/DATUMPROJECT HORIZONTAL

OFDRILLING LOG (Cont. Sheet)

ELEVATION TOP OF BORING

Boring Designation

CEPP South CNT 1 L-67A Structures

15.0 Ft.

State Plane, FLE (U.S. Ft.)

Jacksonville District

VERTICAL

SHEETS

SHEET

X = 765,965 Y = 534,493

CP20-S633-CB-01

NAD83 NAVD88

RQD

OR

UD

CLASSIFICATION OF MATERIALS %

REC.

L E

G E

N D

B O

X O

R S

A M

P L

E

REMARKS

N -V

A L

U E

B L

O W

S

.5

F T

DEPTH

(ft)

ELEV.

(ft)

SAJ FORM 1836-A

JUN 02

(Continued)

00 31 32 - Page 29

-41.0

-42.5

-44.0

-45.5

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

At El. -41.0 Ft., few fine to medium-grained sand-sized shell

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. Grouted

4. Laboratory Testing Results

SAMPLE LABORATORY

DEPTH ROCK TESTING RESULT UNIT

20.9 UCS 853.73 psi

20.9 Unit Weight 149.1 pcf

SAMPLE LABORATORY

DEPTH SOIL TESTING RESULT UNIT

14.0 Atterberg (PI) 95

140# hammer w/30" drop used with 2.0' split spoon (1-3/8" I.D. x 2" O.D.).

A core barrel designation ending in "Q" indicates wireline.

Abbreviations:

-45.5 60.5

INSTALLATION

LOCATION COORDINATES

COORDINATE SYSTEM/DATUMPROJECT HORIZONTAL

OFDRILLING LOG (Cont. Sheet)

ELEVATION TOP OF BORING

Boring Designation

CEPP South CNT 1 L-67A Structures

15.0 Ft.

State Plane, FLE (U.S. Ft.)

Jacksonville District

VERTICAL

SHEETS

SHEET

X = 765,965 Y = 534,493

CP20-S633-CB-01

NAD83 NAVD88

RQD

OR

UD

CLASSIFICATION OF MATERIALS %

REC.

L E

G E

N D

B O

X O

R S

A M

P L

E

REMARKS

N -V

A L

U E

B L

O W

S

.5

F T

DEPTH

(ft)

ELEV.

(ft)

SAJ FORM 1836-A

JUN 02

00 31 32 - Page 30

5.7 LABORATORY TESTING DATA

Applicable laboratory testing data are presented on the following pages.

00 31 32 - Page 31

0.0010.010.1110100

0.05

GRAVEL

COARSE

0.5

HYDROMETER

GRAIN SIZE IN MILLIMETERS

100 0

GRADATION CURVES

P E

R C

E N

T C

O A

R S

E R

B Y

W E

IG

H

T

P E

R C

E N

T F

IN

E

R B

Y W

E

IG

H T

FINE COARSE MEDIUM FINE

SAND

SILT OR CLAY

Org % wn Visual %

Shell (est)

20020

U. S. STANDARD SIEVE OPENING IN INCHES U. S. STANDARD SIEVE NUMBERS

SAJ FORM 2087

BORING ELEV.

Sample No. Depth Classification Munsell %CO 3 LL PL PI

2.5Y 7/16.0 to 7.5 Ft.1

5/1/2020

BORING NO.

CEPP-South: S-631, S-631, S-632, S-633

CP20-S631-CB-01

Top of boring 17.4 ft NAVD88

30 40 50 701 1

0.005

JUN 02

COBBLES

DATE

PROJECT

8 10 1416 100

GS

0.0010.010.1110100

0.05

GRAVEL

COARSE

0.5

HYDROMETER

GRAIN SIZE IN MILLIMETERS

100 0

GRADATION CURVES

P E

R C

E N

T C

O A

R S

E R

B Y

W E

IG

H

T

P E

R C

E N

T F

IN

E

R B

Y W

E

IG

H T

FINE COARSE MEDIUM FINE

SAND

SILT OR CLAY

Org % wn Visual %

Shell (est)

20020

U. S. STANDARD SIEVE OPENING IN INCHES U. S. STANDARD SIEVE NUMBERS

SAJ FORM 2087

Sample No. Depth Classification Munsell %CO 3 LL PL PI

5/1/2020

BORING NO.

CEPP-South: S-631, S-631, S-632, S-633

30 40 50 701 1

0.005

JUN 02

COBBLES

DATE

PROJECT

8 10 1416 100

GS

LIMESTONE, Highly Weathered, mostly sand to gravel-sized limestone fragments, few fine to medium-grained sand-sized shell fragments, few silt, few fine-grained sand-sized quartz, light gray

00 31 32 - Page 32 k3engjem Cross-Out

0.05

GRAVEL

COARSE

0.5

HYDROMETER

GRAIN SIZE IN MILLIMETERS

100 0

GRADATION CURVES

P E

R C

E N

T C

O A

R S

E R

B Y

W E

IG

H

T

P E

R C

E N

T F

IN

E

R B

Y W

E

IG

H T

FINE COARSE MEDIUM FINE

SAND

SILT OR CLAY

Org % wn Visual %

Shell (est)

20020

U. S. STANDARD SIEVE OPENING IN INCHES U. S. STANDARD SIEVE NUMBERS

SAJ FORM 2087

BORING ELEV.

Sample No. Depth Classification Munsell %CO 3 LL PL PI

2.5Y 6/31.5 to 3.0 Ft.1

5/8/2020

BORING NO.

CEPP-South: S-631, S-631, S-632, S-633

CP20-S632-CB-01

Top of boring 13.6 ft NAVD88

30 40 50 701 1

0.005

JUN 02

COBBLES

DATE

PROJECT

8 10 1416 100

GS

0.0010.010.1110100

0.05

GRAVEL

COARSE

0.5

HYDROMETER

GRAIN SIZE IN MILLIMETERS

100 0

GRADATION CURVES

P E

R C

E N

T C

O A

R S

E R

B Y

W E

IG

H

T

P E

R C

E N

T F

IN

E

R B

Y W

E

IG

H T

FINE COARSE MEDIUM FINE

SAND

SILT OR CLAY

Org % wn Visual %

Shell (est)

20020

U. S. STANDARD SIEVE OPENING IN INCHES U. S. STANDARD SIEVE NUMBERS

SAJ FORM 2087

Sample No. Depth Classification Munsell %CO 3 LL PL PI

5/8/2020

BORING NO.

CEPP-South: S-631, S-631, S-632, S-633

30 40 50 701 1

0.005

JUN 02

COBBLES

DATE

PROJECT

8 10 1416 100

GS

LIMESTONE, Highly Weathered, mostly sand to gravel-sized limestone fragments, little to sand to gravel-sized shell fragments, few fine-grained sand-sized quartz, few silt, light yellowish brown

00 31 32 - Page 33

0.05

GRAVEL

COARSE

0.5

HYDROMETER

GRAIN SIZE IN MILLIMETERS

100 0

GRADATION CURVES

P E

R C

E N

T C

O A

R S

E R

B Y

W E

IG

H

T

P E

R C

E N

T F

IN

E

R B

Y W

E

IG

H T

5/8/2020DATE

PROJECT

8 10 1416 100

GS Org % wn Visual %

Shell (est)

FINE COARSE MEDIUM FINE

SAND

CEPP-South: S-631, S-631, S-632, S-633

SILT OR CLAY

30 40 50 701 1

0.005

JUN 02

COBBLES

2 20020

U. S. STANDARD SIEVE OPENING IN INCHES U. S. STANDARD SIEVE NUMBERS

SAJ FORM 2087

BORING ELEV.

Sample No. Depth Classification Munsell %CO 3 LL PL PI

2 LIMESTONE, Highly Weathered, mostly sand to gravel-sized limestone fragments, some organic fines, few fine-grained sand-sized quartz, black

2.5Y 2.5/1

CP20-S632-CB-01

Top of boring 13.6 ft NAVD88

12.0 to 13.5 Ft. 30 87.7 NV NP

BORING NO.

NP

00 31 32 - Page 34

0.05

GRAVEL

COARSE

0.5

HYDROMETER

GRAIN SIZE IN MILLIMETERS

100 0

GRADATION CURVES

P E

R C

E N

T C

O A

R S

E R

B Y

W E

IG

H

T

P E

R C

E N

T F

IN

E

R B

Y W

E

IG

H T

5/8/2020DATE

PROJECT

8 10 1416 100

GS Org % wn Visual %

Shell (est)

FINE COARSE MEDIUM FINE

SAND

CEPP-South: S-631, S-631, S-632, S-633

SILT OR CLAY

30 40 50 701 1

0.005

JUN 02

COBBLES

2 20020

U. S. STANDARD SIEVE OPENING IN INCHES U. S. STANDARD SIEVE NUMBERS

SAJ FORM 2087

BORING ELEV.

Sample No. Depth Classification Munsell %CO 3 LL PL PI

1 LIMESTONE, Highly Weathered, mostly sand to gravel-sized limestone fragments, some fine-grained sand-sized quartz, few silt, grayish brown

2.5Y 5/2

CP20-S633-CB-01

Top of boring 15.0 ft NAVD88

9.5 to 11.0 Ft.

BORING NO.

00 31 32 - Page 35

0.05

GRAVEL

COARSE

0.5

HYDROMETER

GRAIN SIZE IN MILLIMETERS

100 0

GRADATION CURVES

P E

R C

E N

T C

O A

R S

E R

B Y

W E

IG

H

T

P E

R C

E N

T F

IN

E

R B

Y W

E

IG

H T

5/8/2020DATE

PROJECT

8 10 1416 100

GS Org % wn Visual %

Shell (est)

FINE COARSE MEDIUM FINE

SAND

CEPP-South: S-631, S-631, S-632, S-633

SILT OR CLAY

30 40 50 701 1

0.005

JUN 02

COBBLES

2 20020

U. S. STANDARD SIEVE OPENING IN INCHES U. S. STANDARD SIEVE NUMBERS

SAJ FORM 2087

BORING ELEV.

Sample No. Depth Classification Munsell %CO 3 LL PL PI

2 PEAT, mostly organic fines, little sand to gravel-sized limestone fragments, few fine-grained sand-sized quartz, few clay, black

5Y 2.5/1

CP20-S633-CB-01

Top of boring 15.0 ft NAVD88

14.0 to 15.0 Ft. 60 183.3 339 244 95

00 31 32 - Page 36

0.05

GRAVEL

COARSE

0.5

HYDROMETER

GRAIN SIZE IN MILLIMETERS

100 0

GRADATION CURVES

P E

R C

E N

T C

O A

R S

E R

B Y

W E

IG

H

T

P E

R C

E N

T F

IN

E

R B

Y W

E

IG

H T

5/8/2020DATE

PROJECT

8 10 1416 100

GS Org % wn Visual %

Shell (est)

FINE COARSE MEDIUM FINE

SAND

CEPP-South: S-631, S-631, S-632, S-633

SILT OR CLAY

30 40 50 701 1

0.005

JUN 02

COBBLES

2 20020

U. S. STANDARD SIEVE OPENING IN INCHES U. S. STANDARD SIEVE NUMBERS

SAJ FORM 2087

BORING ELEV.

Sample No. Depth Classification Munsell %CO 3 LL PL PI

4 SAND, poorly graded with silt, mostly fine-grained sand-sized quartz, little fine to coarse-grained sand-sized shell fragments, few silt, grayish brown

(SP-SM)

2.5Y 5/2

CP20-S633-CB-01

Top of boring 15.0 ft NAVD88

50.0 to 51.5 Ft.

00 31 32 - Page 37

0 20 40 60 80 100 120 140 160 180 200 220

0 20 40 60 80 100 120 140 160 180 200 220

PI

Top of boring 17.4 ft NAVD88

LIQUID LIMIT, LL

15.0 to 19.0 Ft.

Org %

5/1/2020

Sample No. LLwnGS

PROJECT

BORING NO.

SAJ FORM 4334

Depth

P L

A S

T

IC

IT

Y

IN

D

E X

, P I

P L

A S

T

IC

IT

Y

IN

D

E X

, P I

CO3 %

57.8 502

PL

JUN 02

BORING ELEV.

DATE

CP20-S631-CB-01

PLASTICITY CHART

Classification

SAND, clayey, mostly fine-grained sand-sized quartz, some clay, few organic fines, very dark gray (SC)

LIQUID LIMIT, LL

CEPP-South: S-631, S-631, S-632, S-633 6.3

00 31 32 - Page 38

Tested By: R. Matjazic Checked By: C. Chascin

UNCONFINED COMPRESSION TEST

UNCONFINED COMPRESSION TEST

Wood E&I

Jacksonville, Florida

Project No.: 6738195570.08

Date Sampled:

Remarks:

Client: MAE

Project: CEPP-South: S-631, S-632, S-633 Culverts

Source of Sample: CB20-S631-CB-01 Depth: 19.0'-20.2'

Descr…