PavementRpt.pdf

PAVEMENT REPORT NUMBER FY07-15

FHWA Project RRP-SNT 10(1) Santee National Wildlife Refuge Clarendon County, South Carolina

Pavement Rehabilitation and Reconditioning of Center Road (Route 010), Wildlife

Drive North (Route 011), Wildlife Drive South (Route 012), and Seven Parking Areas

July 2007

U.S. Department of Transportation Federal Highway Administration

Eastern Federal Lands Highway Division 21400 Ridgetop Circle

Sterling, VA 20166

RRP-SNT 10(1) Pavement Report No. FY07-15

TABLE OF CONTENTS

I. INTRODUCTION

1. GENERAL

2. PROJECT DESCRIPTION

3. PROJECT PURPOSE-AND-NEED

II. PROCEDURES AND RESULTS

1. PAVEMENT CONDITION SURVEY

2. SOIL BORING

3. SAMPLING

4. FIELD TESTS AND MEASUREMENTS

5. DATA SUMMARY

6. LABORATORY INVESTIGATION

7. FINDINGS

Pavement Condition Subsurface Condition

III. ANALYSIS AND CONCLUSIONS

1. PAVEMENT DESIGN

IV. RECOMMENDATIONS

1. CENTER ROAD (ROUTE 010), WILDLIFE DRIVE NORTH (ROUTE 011), WILDLIFE DRIVE

SOUTH (ROUTE 012), AND SEVEN PARKING AREAS

2. EARTHWORK

V. DISCLAIMER/LIMITATIONS CLAUSE

APPENDICES

Appendix A - Project Location Maps and Boring Location Plan Appendix B - Boring Logs Appendix C - Laboratory Test Results Appendix D - Pavement Design Analysis Appendix E - Embankment Detail for Geotextile Wrap

Note: Design changes, made subsequent to distribution of this report and prior to project advertisement, will be documented by a memo inserted after the title page

PAVEMENT REPORT NUMBER FY07-15

FHWA Project RRP-SNT 10(1)

Clarendon County, South Carolina

Pavement Rehabilitation and Reconditioning of Center Road (Route 010), Wildlife

Drive North (Route 011), Wildlife Drive South (Route 012), and Seven Parking Areas

I. INTRODUCTION

1. General

This report presents the results of the pavement and subsurface investigations, analysis, design, and recommendations for Center Road, Wildlife Drive, and seven parking areas in Clarendon County, South Carolina. A Project Location Map is presented in Figure 1 of Appendix A.

2. Project Description

Center Road (Rte 010) is an 11’ wide, 2.6 mile long two-way one lane aggregate surface road that provides access to the refuge from Old River Road. According to the Design Scoping Report (DSR), it requires re-grading, widening from 11’ to 18’, and placement of additional aggregate surface.

Wildlife Drive North Loop (Rte 011) is a 10’ wide one-way one lane, 3.15 mile long aggregate surface road starting from Center Road East and looping back to Center Road.

According to the DSR it requires the existing road be scarified, and additional aggregate be placed.

Wildlife Drive South (Rte 012) is a 10’ wide one-way one lane, 2.48 mile long aggregate surface road starting from Wildlife Drive North Loop, and runs south and west to Center Road. According to the DSR it requires the existing road be scarified, and additional aggregate be placed.

There are also seven parking areas located along the project limits that require reconstruction.

These include Parking Lot #910 (11,547 ft2), #911 (6,210 ft2), #915 (2,283 ft2), #916 (1,168 ft2), #917 (6,551 ft2), #918 (11,145 ft2), and #920 (17,498 ft2).

3. Project Purpose-and-Need

According to Highway Design and Santee National Wildlife Refuge (NWR), the Purpose and Need for this project is to provide a structurally and functionally adequate aggregate surfaced pavement structure on Center Road, Wildlife Drive, and parking areas within the project limits.

II. PROCEDURES AND RESULTS

1. Pavement Condition Survey

The Eastern Federal Lands Highway Division (EFLHD) Pavement personnel conducted a pavement condition survey in March 2007. Identified pavement distresses and their quantified severity levels were recorded.

2. Soil Boring

The EFLHD Subsurface Exploration Team drilled a total of 30 borings (Borings B-01 through B-30) on March 20, 2007 through March 21, 2007. All borings were advanced using a flight auger on a truck-mounted CME 45 rotary drill rig. Borings were advanced to a depth of 5 feet. Borings B-01 through B-09 were conducted on Center Road (Route 010), B-10 through B-18 on Wildlife Drive South (Route 012), and B-19 through B-30 were taken along Wildlife Road North (Route 011). Boring Logs are presented in Appendix B.

3. Sampling

Sampling of materials beneath the tip of the flight augers was performed in Borings B-01 through B-30 as the borings were advanced. Continuous sampling was typically conducted in these borings. Represented soil boring samples were recovered with a 2 ¼ inches outside diameter split-barrel sampler in accordance with AASHTO T200-87. Representative portions of split-barrels were preserved in glass jars for laboratory testing. The sampling sequence for soil borings are summarized on the Boring Logs presented in Appendix B.

4. Field Tests and Measurements

The EFLHD Pavement Section personnel performed the following field tests and took measurements during the course of the structural evaluation of the existing pavement and the subsurface exploration.

Boring locations of Borings B-01 through B-30 were determined from features present on-site, referencing the existing roadway centerlines, and GPS coordinates. Standard penetration tests (SPT) were performed and resistance was recorded during the recovery of each split barrel sample in accordance with AASHTO T206-87. The sampler was driven into the soil using an automatic hammer. Sample recovery measurements were made and recorded for each sampling attempt. A field description by color and texture was made for each recovered sample.

5. Data Summary

The results of field tests and measurements of all borings were recorded on the drillers’ logs and appropriate data sheets in the field. These data sheets and logs contain information concerning the boring methods; samples attempted and recovered; indications of the presence of various materials. They also contain interpretations by the subsurface exploration team leader of the conditions based on the performance of the equipment and cuttings brought to the surface by the drilling tools. Therefore, the field data represents both factual and interpretative information. The Boring Logs in Appendix B of this report represent a compilation of field and laboratory data and description of the soil samples by a pavement engineer. These records occasionally do not include all data recorded on drillers’ logs and field data sheets, but do include all information considered relevant to the design and construction of this report. Water was not encountered during or after drilling in all borings.

Fluctuations in the ground water level due to seasonal and climatic effects should be expected.

6. Laboratory Investigation

At the conclusion of the fieldwork, laboratory testing was conducted on 15 soil samples from Borings B-01 through B-30. Laboratory tests on the samples included gradation (AASHTO T-27), Atterburg limits (AASHTO T-89, T-90), moisture content (AASHTO T-265), and classification (AASHTO T-317). Laboratory test results are represented in Appendix C and summarized in Table 1.

Table 1 - Results of Laboratory Testing

Boring

Sample

Sample Depth

(ft)

%-200

LL(1)

PI(2)

Classification(1)

Moisture Content(1)

B-01 J-1 1-3 38.2 22 11 A-6(1) 13.7 B-03 J-1 1-3 77.2 69 49 A-7-6(39) 26.8 B-05 J-1 1-3 53.4 17 7 A-4(0) 10.9 B-07 J-1 1-3 45.6 47 28 A-7-6(8) 18.2 B-09 J-2 3-5 56.1 59 30 A-7-6(14) 26.9 B-10 J-2 3-5 47.7 54 35 A-7-6(12) 21.7 B-13 J-1 1-3 42.0 22 12 A-6(1) 14.9 B-15 J-1 1-3 35.5 21 9 A-4(0) 10.8

B-17 J-1 1-3 23.8 NP NP A-2(0) 15.8

B-19 J-2 3-5 46.9 40 25 A-6(7) 17.0 B-21 J-2 3-5 91.6 67 34 A-7-5(37) 29.9 B-23 J-1 1-3 62.7 23 12 A-6(4) 16.7 B-25 J-1 1-3 39.3 26 15 A-6(2) 15.0 B-27 J-1 1-3 53.2 31 16 A-6(5) 17.2 B-30 J-1 1-3 79.1 36 21 A-6(15) 27.7

Note that (1) N/D denotes “Not Determined” and (2) N/P denotes “Non-Plastic” in Table 1 above.

7. Findings

The findings at the project site are summarized below. Refer to the boring logs in Appendix B and the laboratory data in Appendix C for more detailed information. Groundwater was not encountered in any of the borings at the time of drilling. Fluctuations in the water level due to seasonal and climatic effects should be expected.

Pavement Condition

Based on the pavement condition survey conducted by Pavement Section in March 2007, the most prevalent pavement distress types exhibited on all three routes are severe to total aggregate loss, rutting, and vegetative growth within the roadway itself. Annual roadway flooding in many areas, along with poor roadway maintenance most likely led to these poor conditions.

Subsurface Condition

Borings B-01 through B-09 were performed on Center Road (Route 010), Borings B-10 through B-18 were performed on Wildlife Drive South (Route 012), and Borings B-19 through B-30 were taken performed along Wildlife Drive North (Route 011). The existing aggregate surface course thickness on Center Road ranged from 0 to 7.2 inches with an average of 2.8 inches. The aggregate surface course thickness on Wildlife Drive South ranged from 0 to 3.6 inches with an average of 1 ½ inches. The aggregate surface course thickness on Wildlife Drive North ranged from 0 to 4.2 inches with an average of 2.1 inches.

From the 30 borings completed, 15 representative samples were sent to the lab for testing.

Brown sandy clay (A-6) was encountered in 7 of the borings below the aggregate surface course. Based on laboratory testing of this sand and clay material, water content ranged from

13.7 to 27.7% with an average of 17.5%, liquid limit (LL) ranged from 22 to 40% with an average of 28.6%, and plasticity index (PI) ranged from 11 to 25% with an average of 16%.

Red clay with a minor quantity of sand (A-7-6, A-7-5) was encountered in 5 borings below the aggregate surface course. Based on laboratory testing of this clay material, water content ranged from 18.2 to 29.9% with an average of 24.7%, liquid limit (LL) ranged from 47 to 69% with an average of 59.2%, and plasticity index (PI) ranged from 28 to 49% with an average of 35.2%.

III. ANALYSIS AND CONCLUSIONS

1. Pavement Design

Low-Volume Road design analyses for aggregate surfaced roads were performed in accordance with 1993 AASHTO Pavement Design procedure, using the accompanying nomograph design charts, for the proposed roadways. The low-volume road design analysis was for a 7 and 10-year performance period. The design must meet criteria for both rutting, and serviceability loss, as well as aggregate loss. An aggregate loss rate of 1 inch per year was used due to the poor existing conditions and frequent flooding. Due to the extremely low traffic volume experienced, the 18-kip ESALs for the roadway was taken as a minimum of 400 ESALs per year. The effective roadbed soil resilient modulus (MR) was determined from seasonal values for Region I, and calculated based on seasonal lengths of 7 ½ months for Spring/Fall and 4 ½ months for Summer. For Region I roadbed soil MR in fair condition, Spring/Fall MR is taken as 4,500 psi, and Summer MR as 6,500 psi. Other parameters specified in the analysis included an elastic modulus for aggregate base material (EBS) of 30,000 psi, an allowable rutting depth of 2.0 inches, and an overall change in serviceability index as 3.0. The results of the analysis are presented in Appendix D.

IV. RECOMMENDATIONS

The following pavement recommendations are based on the existing conditions at the time of the field investigation in March 2007. The recommendations included here reference the FP- 03, “Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects” (FP-03 Specifications).

1. Center Road (Route 010), Wildlife Drive North (Route 011), Wildlife Drive South (Route 012), and seven parking areas

As a result of the poor existing roadway conditions experienced from frequent flooding and lack of maintenance activities, along with extremely low traffic volumes, the thickness design is driven by aggregate loss. Rehabilitation of all three routes should, at a minimum, meet the requirements of the available alternatives shown below in Table 2.

Table 2 – Minimum Pavement Requirements for Routes 010, 011, 012, and seven parking areas

Performance Period (years)

Layer Minimum Thickness (inches)

Comments

7 Aggregate Surface Course

7 Base Aggregate, Grading C or D, as per Subsection 703.05(c) of the FP-03 Specifications 10 Aggregate Surface

Course 10 Base Aggregate, Grading C or

D, as per Subsection 703.05(c) of the FP-03 Specifications

Due to the loss of aggregate, and the presence of organic material in the existing aggregate surface, all sod, topsoil, and vegetative materials on the existing road should be scalped and disposed of prior to subgrade preparation as per Section 204 of the FP-03 Specifications. All roadway ditches should be reconditioned and surface drainage should be investigated further.

It is also recommended that regular maintenance activities be performed in order to help prevent future aggregate loss and vegetation growth within the roadway.

In addition to the recommendations given in Table 2, the roadway embankment in areas designated by the refuge and/or CO as being prone to flooding should be fully wrapped in geotextile to prevent further aggregate loss and to provide stability. Use Type IV geotextile, as per Subsection 714.01 of the FP-03 Specifications. An embankment detail for the geotextile wrap is provided in Appendix E.

2. Earthwork

Soil Cover for Buried Structures: All proposed pipes and other proposed buried structures should have a minimum soil cover of 12 inches.

Subgrade Preparation: Proposed subgrade should be scarified to a minimum depth of 6 inches below the subgrade and should be re-compacted to at least 95% of maximum density in accordance with the AASHTO T 180 Method D. If unsuitable subgrade materials are encountered in isolated areas, sub-excavation of unsuitable materials is recommended. The sub-excavated areas should then be backfilled with aggregate base material specified below.

Aggregate Base Course: Immediately after subgrade preparation, aggregate base course should be placed and compacted to at least 95% of maximum density in accordance with the Section 301 of the FP-03 Specifications. The gradation and material should be Base Aggregate, Grading C or D as per Section 703.05(c) of the FP-03 Specifications.

V. DISCLAIMER/LIMITATIONS CLAUSE

The subsurface explorations and tests described in the section on Procedures and Results have been conducted in accordance with standard practices and procedures (except as specifically noted). The results of these explorations and tests represent conditions at the specific locations indicated. Subsurface and conditions between these locations may vary.

The Analysis and Conclusions section and the Recommendations section in this report include interpretations and recommendations developed by the Government in the process of preparing the design. These interpretations are not intended as a substitute for the personal investigation, independent interpretation, and judgment of the Contractor.

Reviewed by:

Christopher Chang Pavements Team Leader

Prepared by:

Sean O’Brien Pavement Engineer

APPENDIX A – Project Location Maps and Boring Location Plan

APPENDIX B – Boring Logs r I

~1\~~, Project Name:

Project Location:

Groundwater Depth:

Encountered at:

At Completion:

After hrs

BORING LOG

. Santee National Wildlife Refuge

Clarendon County, South Carolina

Surface Elevation:

.¥. Caved at: - ~ Hammer Wt. & Type:

~ Hammer Drop:

140lbs/Auto

30 in.

MATERIAL DESCRIPTION<::

.Q~ 1ijGi ~.2!

w~

.2

I

..c: CI Q)..c:

~.3 .5'~ Density,Color,Plasticity,Size, "0 Proportions,Moisture

3.6" Gravel Surface v "--o[Y 6 ()<:1 0.3. ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ..'.' 22

I~~I.

"'.'. .'., 3.0 jIi;~::~:

~;a:

~~~:~~~ ;~:~: 5.0

I- C)

:;::!:u.

...,Q.

0...

I-Z ~Sample Types:

Auger Cuttings ~ Vane Shear ~ SPTm

Medium Dense, Tan Sand, Moist

MediumDense,ReddishOrangeFineSand,someSilt (A-6(1», Moist

Medium Dense, Reddish Orange Fine Sand, some Silt, Moist

End of Borehole @ 5.0'

Boring No.: B-01

Boring Location: Center Road (Route 010) 0.1 miles from Entrance

Boring Began: 3/20107 Boring Method: Flight Auger Hole Diameter: 4.0 in.

Rock Core Diam: -

SAMPLE

2..c:~

Q.Q) Q) 'iij

I

Q)

0 (,) C.

I ci CJ)?:;'z

Q) a:::

UI

;: c::.Q Q).-a:lc.tO

U. S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

Completed:

Inspector:

Operator:

Weather:

Sheet: 1 of 1

3/20107 ThorntonlO'Brien

Kingsley Clear

'" Water Content %

Plastic Limit I I Liquid Limit . Standard Penetration Test Data

(BlowsI ft) 10 20 40 60 80

1"-

UD

Penetrometer Rock Core

Remarks:

No Groundwater was encountered before or after pavement coring and drilling.

- J-11 1.2 9-7-5-5

- J-21 2.0 4-6-9-12

J

~ "~r"~~~.«

ir. ii Project Name:

Project Location:

Groundwater Depth:

Encountered at:

At Completion:

After hrs c:

.Q~ mID ii>~ iIi

I

~g :c 0) <I).ca. 0 >-- ~-J jg- C9 0

...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ..... 3.0 to-to-

I- (9

::r:u.

Do (9

I- Z

~SampleTypes:

Auger Cuttings ~ Vane Shear

§ SPT'"

BORING LOG

Santee National Wildlife Refuge

Clarendon County, South Carolina

Surface Elevation:

~ Caved at: - ~ Hammer Wt. & Type:

:L Hammer Drop:

140lbs/Auto

30 in.

MATERIAL DESCRIPTION

Density, Color, Plasticity, Size, Proportions, Moisture

1.2" Gravel Surface

Medium Dense, Brown Sand, trace of Clay, Moist

Very Soft, Reddish Brown Clay, Wet to Moist

5.0 End of Borehole @ 5.0'

Boring No.: B-02

U. S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

Sheet: 1 of 1

Center Road (Route 010) 0.35 miles from Entrance 3/20107

Flight Auger

4.0 in.

Completed:

Inspector:

Operator:

Weather:

3/20107 ThorntonlO'Brien

Kingsley Clear

... Water Content % Plastic Limit I I Liquid Limit

. Standard Penetration Test Data (Blows 1ft)

10 20 40 60 80

UD

Penetrometer Rock Core

Remarks:

No Groundwaterwas encountered before or after pavement coring and drilling.

Boring Location:

Boring Began:

Boring Method:

Hole Diameter:

Rock Core Diam: -

SAMPLE

.cg 15.(1) <I)(ijI<I) 0 0 0.

ci cn~z

<I)

CI::

3: ~ C ..Q <I) .-co a. (()

J-11 1.7 12-10-5-8

J-21 0.7 0-0-2-3

-II

~"~r",,~.....Ir. i Project Name:

Project Location:

Groundwater Depth:

Encountered at:

At Completion:

After hrs

'UT --------

BORING LOG

Santee National Wildlife Refuge

Clarendon Coun!y' South Carolina

Surface Elevation:

~ Caved at: -

~ Hammer Wt. & Type:

'5L Hammer Drop:

140lbs/Auto

30 in.

MATERIAL DESCRIPTIONc:

.Q~ a;Qi jjj~ l iE' :c CI Qj:;

~.3 j~

Density, Color, Plasticity, Size, C> CI Proportions, Moisture

2.4" Gravel Surface

I'-j:::

f0-e C) ~:r:

..,c..

C) fo-z

~Sample Types:

g iAuger Cuttings

!@ Vane Shear

~ SPT

to

0.2 Stiff, Red Clay, some Fine Sand (A-7-6(39», Moist

3.0 Stiff, Red Clay, Moist

5.0 End of Borehole @ 5.0'

UD.

Penetrometer Rock Core

Boring No.: B-03

Boring Location: Center Road (Route 010) 0.6 miles from Entrance

Sheet: 1 of 1

Boring Began: 3/20/07 Boring Method: FlightAuger Hole Diameter: - 4.0 in.

Rock Core Diam: -

SAMPLE

;cg c..Q) 41(ij I41

CI 0 0.

rn~z a::

<II

3: ~ C.2 41 .-aJ 0. CD

U. S. DEPARTMENT OF TRANSPORTATION

FEDERAl HIGHWAY ADMINISTRATION

EASTERN FEDERAl LANDS HIGHWAY DMSION

Completed:

Inspector: .

Operator:

Weather:

3/20/07 ThorntonlO'Brien

Kingsley Clear

J-11 0.8 2-4-4-4

... Water Content %

Plastic Limit I I Liquid Limit . Standard Penetration Test Data

(Blows I ft) 10 20 40 60 80

J-21 1.9 3-5-6-9

Remarks:

No Groundwater was encountered before or after pavement coring and drilling.

£ "~f~~~~~. '"

ir. =~t?' Project Name:

Project Location:

Groundwater Depth:

Encountered at:

At Completion:

After hrs

BORING LOG

Santee National Wildlife Refuge

Clarendon County, South Carolina

Surface Elevation:

Jl. Caved at: - ~ Hammer Wt. & Type:

~ Hammer Drop:

140lbs/Auto

30 in.

MATERIAL DESCRIPTIONc:

.Q~ iij'Q) > Q) Q)~ iIi

I

..c: en Q)..c:

~.3 j~

Density, Color, Plasticity, Size, (9 Q Proportions, Moisture

7.2" Gravel Surface

.' ':13.0 f-e> C!)

:r:

a.

C!)

0'1 f- Z

~Sample Types:

g

Auger Cuttings ~ Vane Shear

~ SPT

en

0.6 Loose, Tan Sand, trace of Clay, trace of Small Gravel, Moist

Medium Dense, Tan and Brownish Red Clay, Moist

5.0 End of Borehole @ 5.0'

Boring No.:

Boring Location:

Boring Began:

Boring Method:

Hole Diameter:

Rock Core Diam: -

SAMPLE

£..c:~ Q.Q) Q)Cii

I

Q)

Q 0 0.

(/)~z

J-110.7

J-21 1.7

U. S. DEPARTMENT OF TRANSPORTATION

B-04

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

Sheet: 1 of 1

Center Road (Route 010) 0.85 miles from Entrance 3/20107

Flight Auger

4.0 in.

u Q) c:::

f/I

~ c:

.2 Q) .-m 0. (!)

Completed:

Inspector:

Operator:

Weather:

3/20107

ThorntonlO'Brien

Kingsley Clear

T Water Content % Plastic Limit I I Liquid Limit

. Standard Penetration Test Data (Blows I ft)

10 20 40 60 80

UD

Penetrometer Rock Core

Remarks:

No Groundwater was encountered before or after pavement coring and drilling.

5-6-4-3

1-3-3-4 j, ~..r"b.

Project Name:

Project Location:

Groundwater Depth:

Encountered at:

At Completion:

After hrs

SaRI NG LOG Santee National Wildlife Refuge

Clarendon County, South Carolina.

Surface Elevation:

~ Caved at: -

X Hammer Wt. & Type:

Sf. Hammer Drop:

140lbs/Auto

30 in.

MATERIAL DESCRIPTIONc:

.Q~ 1;jQi ~.2!

[jJ~

I

<2'

:c CI CD:;;-a.0 >-- .. .

~..J ~ g-I Density, Color, Plasticity, Size, C> a Proportions, Moisture

3.6" Gravel Surface l-e t'J

J:u.

11.

0,...

I- Z

CI)

t'J Sample Types:

g

Auger Cuttings

~ Vane Shear

~ SPT

III

0.3 Stiff, Tan Clay, some Fine to Coarse Sand (A-4(0», Moist

UD

Penetrometer Rock Core

Boring No.: B-05

Boring Location: Center Road (Route 010) 1.1 miles from Entrance

Sheet: 1 of 1

Boring Began: 3/20/07 Boring Method: Flight Auger Hole Diameter: 4.0 in.

Rock Core Diam:

SAMPLE

..c:g

Q.CD

CD'iii

I

CDa 0 0.

CJ)~z

CD"

CI)

;: c::.2 CD.-en a. CD

U. S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

Completed:

Inspector:

Operator:

Weather:

3/20/07

ThorntonlO'Brien

Kingsley Clear

J-11 1.2 5-5-5-4

... Water Content %

Plastic Limit I I Liquid Limit . Standard Penetration Test Data

(Blows I ft) 10 20 40 60 80

Remarks:

No Groundwater was encountered before or after pavement coring and drilling.

J-21 1.4 1-2-3-5

3.0

0 0 01 I Medium Dense, Gray Sandy Silt, Wet 0 0 0

0 0 0

0 0 0

0 0 0

0 0 0

0 0 0

0 0 0

0 0 0

0 0 0

0 0 0

0 0 0

0 0 0

0 0 0

0 0 0

Medium, Red Clay, Moist

I

5.0

End of Borehole @ 5.0'

~"~r"",,:~."~r.i ~~1

Project Name:

Project Location:

Groundwater Depth:

Encountered at:

At Completion:

After hrs

.Q~ roG) >~Q)~ iJj

I

~g ~ C> ~:5 e!.3 j5} (9 Q

Density, Color, Plasticity, Size, Proportions, Moisture

3.6" River Gravel and Sand f-t9

I U.

0.3

BORING LOG

Santee National Wildlife Refuge

Clarendon County, South Carolina

Surface Elevation:

Jl. Caved at:

~ Hammer Wt. & Type:

'iL Hammer Drop:

140 IbslAuto

30 in.

MATERIAL DESCRIPTION

Loose to Medium Dense, Tan Sand and Clay, Moist

5.0 t9 a.-f-Z

~Sample Types:

g iAuger Cuttings ~ Vane Shear

~ SPT

CD

Stiff, Tannish Red Clay, Moist

End of Borehole @ 5:0'

UD

Penetrometer Rock Core

Boring No.:

Boring Location:

Boring Began:

Boring Method:

Hole Diameter:

Rock Core Diam: -

SAMPLE

<2.r:::~

D..Q) Q)iij IQ) Q 0 0.

c:i (J).:=:-z

J-11 0.6

J-21 1.5

B-06

U. S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

Sheet: 1 of 1

Center Road (Route 010) 1.35 miles from Entrance 3/20107

Flight Auger

4.0 in.

Q) a::

<J)

~ ~ C..Q Q) .-m a. «)

Completed:

Inspector:

Operator:

Weather:

3/20107 ThorntonlO'Brien

Kingsley Clear

T Water Content %

Plastic Limit I I Liquid Limit . Standard Penetration Test Data

(Blows I ft) 10 20 40 60 80

3-4"2-3

2-5-8-9

Remarks:

-I I

$ii~~ ;lr. .~~I?;

Project Name:

Project Location:

Groundwater Depth:

Encountered at:

At Completion:

After hrs c:

.Q~ a;a;

iii

I

...g ~S ~~... --' Q)

C> CI

f-e C) J:

LL

,0..

C!)

0,..

f- Z

~SampleTypes:

Auger Cuttings ~ Vane Shear

~ SPT

!D

BORING LOG

Santee National Wildlife Refuge

Clarendon Coun!y' South Carolina

Surface Elevation:

.¥. Caved at: - ~ Hammer Wt. & Type:

~ Hammer Drop:

140lbs/Auto

30 in.

MATERIAL DESCRIPTION

Density, Color, Plasticity, Size, Proportions, Moisture

Medium Dense, Brown Coarse Sandy Clay, some Fine Sand (A-7-6(8», Moist

Stiff, Brown Coarse Sandy Clay, some Fine Sand, Moist

End of Borehole @ 5.0'

Boring No.: B-07

U. S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

Boring Location: Center Road (Route 01O) 1.6 miles from Entrance

Sheet: 1 of 1

Boring Began:

Boring Method:

Hole Diameter:

Rock Core Diam: -

SAMPLE

..::g Q.Q)

~13

:g, C/)~z

J-111.5

J-21 1.8

3/20107

Flight Auger

4.0 in.

Q) a:::

<II

;= ... c::

..Q Q) .-aJ a. «)

Completed:

Inspector:

Operator:

Weather:

3/20107 ThorntonlO'Brien

Kingsley Clear

2-2-4-4

3-8-7-8

'" Water Content %

Plastic Limit I I Liquid Limit . Standard Penetration Test Data

(BlowsI ft) 10 20 40 60 80

UD

Penetrometer Rock Core

No Groundwaterwas encountered before or after pavement coring and drilling.

i.

4i~~ ir.-"~t?' Project Name:

Project Location:

Groundwater Depth:

Encountered at:

At Completion:

After hrs

BORING LOG

Santee National Wildlife Refuge

Clarendon County, South Carolina

Surface Elevation:

JI Caved at: - X Hammer Wt. & Type:

~ Hammer Drop:

140lbs/Auto

30 in.

MATERIAL DESCRIPTIONc:

.Q~ mw >Q) Q)-i:U~

I

<i?

:c C') Qj~0. 0 >-~

!!! I j ~I Density, Color, Plasticity, Size,(9 0 Proportions, Moisture

Medium Dense, Tan Sand, Moist

'.. ...12.4 r--l-e" I u..

...,a."

a T'"

I- Z

~ Sample Types:

Auger Cuttings

~ Vane Shear

~ SPT

<XI

Medium Dense, Red Sandy Clay, Moist

Very Stiff, Tannish Orange Clay, trace Sand, Moist

5.0 End of Borehole @ 5.0'

Boring No.: B-08

U. S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISlRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

Sheet: 1 of 1

Center Road (Route 010) 1.85 miles from Entrance 3/20107

Flight Auger

4.0 in.

Completed:

Inspector:

Operator:

Weather:

3/20107 ThorntonlO'Brien

Kingsley Clear

T Water Content % Plastic Limit I I Liquid Limit

. Standard Penetration Test Data (Blows I ft)

10 20 40 60 80

UD

Penetrometer

RockCore

Remarks:

No Groundwater was encountered before or after pavement coring and drilling.

Boring Location:

Boring Began:

Boring Method:

Hole Diameter:

Rock Core Diam:

SAMPLE

.c€ Q.,!!!

Q)C1IIQ)

0 0 0.

cn~z

Q) 0::

I/)

3: ~ C .2 Q) .-aJ 0. (()

J-11 1.6 5-9-4-3

J-21 1.8 4-8-11-15

-J I

~"r,,~ tp!--'~~, Project Name:

Project Location:

Groundwater Depth:

Encountered at:

At Completion:

After hrs

BORING LOG

Santee National Wildlife Refuge

Clarendon Counh~l South Carolina

Surface Elevation:

Jl. Caved at: - ~ Hammer Wt. & Type:

7 Hammer Drop:

140lbs/Auto

30 in.

MATERIAL DESCRIPTIONc:

.Q~ ro"Q) ij.s!

jjj~

I

:c: C) Q;:;;

~.3 ~g.

Density, Color, Plasticity, Size, C> a Proportions, Moisture

3.6" Sandy Gravel Surface r--

I-a

:I:

LL

,Q.

I- Z

~ Sample Types:

Auger Cuttings

§i! Vane Shear

~ SPT

In

0.3

3.0

5.0

Medium to Stiff, Tan Sand and Clay, Moist

Stiff, Reddish Orange Clay, some Fine Sand, Moist

Stiff, Reddish Orange Clay, some Fine Sand (A-7 -6( 14», Moist

End of Borehole @ 5.0'

Boring No.: B-09

Boring Location: Center Road (Route 010) 2.1 miles from Entrance

Sheet: 1 of 1

Boring Began: 3/20107 Boring Method: Flight Auger Hole Diameter: 4.0 in.

Rock Core Diam: -

SAMPLE

.c:§:

o..~ aJlU laJ COQ. lo CJ)~z

0aJ a:::

UI

;: c:

.Q aJ '.-ro Q. <0

U. S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EAS"lERN FEDERAL LANDS HIGHWAY DMSION

Completed:

Inspector:

Operator:

Weather:

3/20107 ThorntonlO'Brien

Kingsley Clear

J-21 1.1 5-5-6-6

... Water Content %

Plastic Limit I I Liquid Limit . Standard Penetration Test Data

(BlowsI ft) 10 20 40 60 80

UD

Penetrometer

RockCore

Remarks:

No Groundwater was encountered before or after pavement coring and drilling.

J-21 2.0 4-7-8-12

Project Name:

Project Location:

Groundwater Depth:

Encountered at:

At Completion:

After hrs c .Q~ <o"Q) a;~ ill

I

~g ~ C) ~:5 ~.3 jg.

(9 0

I"-r:::

f-

CI

C>

~::t:u.

~I f- Z

~SampleTypes:' g

Auger Cuttings ~ Vane Shear

§ SPT

aJ

BORING LOG

Santee National Wildlife Refuge

Clarendon County, South Carolina

Surface Elevation:

}k Caved at: - ~ Hammer WI. & Type:

'L Hammer Drop:

140lbs/Auto

30 in.

MATERIAL DESCRIPTION

Density, Color, Plasticity, Size, Proportions, Moisture

1.2" Gravel Surface

Soft, Red Clay and Fine to Coarse Sand, Wet

Soft, Red Clay and Fine to Coarse Sand (A-7-6(12», Wet to Moist

End of Borehole @ 5.0'

Boring No.:

Boring Location:

Boring Began:

Boring Method:

Hole Diameter:

Rock Core Diam:

i2.<::~ Q.v V(ij

I v 0 () Colci (J)~z

J-11 0.9

J-21 1.6

B-10

U, S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

Sheet: 1 of 1

Wildlife Drive South (Route 012) 100 feet from intersection with Center Road

3/20107 Completed:

Flight Auger Inspector:

4.0 in. Operator:

Weather:

SAMPLE

v a::

3: ~ c::

.2 v .-aJ Co to

3/20107

ThorntonlO'Brien

Kingsley Clear

T Water Content % Plastic Limit I I Liquid Limit

. Standard Penetration Test Data (Blows I ft)

10 20 40 60 80

UD

Penetrometer Rock Core

Remarks:

No Groundwaterwas encountered before or after pavement coring and drilling.

2-2-1-1

1-2-2-2

1 1 L

4i"1' ir."~~;

U. S. DEPARTMENT OF TRANSPORTATION

BORING LOG FEDERAl. HIGHWAY ADMINISTRATION

EAS1ERN FEDERAl. LANDS HIGHWAY DMSION

Project Name: Santee National Wildlife Refuge Boring No.: Sheet: 1 of 1B-11

Project Location: Clarendon Coun!y' South Carolina Boring Location: Wildlife Drive South (Route 012) 0.25 miles from intersection with Center Road

3/20/07 Completed:

Flight Auger Inspector:

4.0 in. Operator:

Weather:

Groundwater Depth:

Encountered at:

At Completion:

After hrs

Surface Elevation:

'il Caved at: - X Hammer Wt. & Type:

7 Hammer Drop:

Boring Began:

Boring Method:

Hole Diameter:

Rock Core Diam:

3/20/07 ThorntonlO'Brien

Kingsley Clear

140lbs/Auto

30 in.

SAMPLE 'Y Water Content %

Plastic limit I I liquid limit . Standard Penetration Test Data

(BlowsI ft) 10 20 40 60 80

MATERIAL DESCRIPTION.2

I

--g ..c: C) O>..c:0.0 >.- ~...J j g.

C) a c:

.Q~ C;jQj>0> 0>""-iIi~

..c:g Q.o>

I 8.lci

CI)~z

II)

s: -- C.Q 0>.- ID a. (Q

Density, Color, Plasticity, Size, Proportions, Moisture

1.2" Gravel Surface

Medium to Very Stiff, Red Clay, trace Fine Sand, Moist cj 0> a:::

J-110.9 3-2-4-4 .

J-210.9 4-8-12-12 l-e C)

~:ru..

End of Borehole @ 5.0'

,Q.

I- Z

~ Sample Types:

Auger Cuttings

~ Vane Shear ~ SPTm

Remarks:

No Groundwater was encountered before or after pavement coring and drilling.

UD

Penetrometer Rock Core

.<0

ir. i~~ Project Name:

Project Location:

Groundwater Depth:

Encountered at:

At Completion:

After hrs

BORING LOG

Santee National Wildlife Ref.!!Q.e Boring No.: B-12

U. S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

Sheet: 1 of 1

Surface Elevation:

JI Caved at: - ~ Hammer Wt. & Type:

3l Hammer Drop:

Boring Began:

Boring Method:

Hole Diameter:

Rock Core Diam:

Wildlife Drive South (Route 012) 0.5 miles from intersection with Center Road 3/20/07 Completed:

Flight Auger Inspector:

4.0 in. Operator:

Weather:

3/20/07 Thornton/O'Brien

Kingsley Clear

Clarendon County, South Carolina Boring Location:

140lbs/Auto

30 in.

MATERIAL DESCRIPTION

..ciS Q.Q) Q) (ij

I

Q)

Q () Co l0 U)~z c:

.Q~ 100;

jjj

I

<i?

:.c: 01 (j)~

~.3 j-g.

Density, Color, Plasticity, Size, C9 Q Proportions, Moisture

3.6" Gravel Surface

!2

0.3

5.0 f-a C!)

J:

u..

D- C!)

f- Z

~ Sample Types:

g

Auger Cuttings

\E VaneShear

~ SPT

tt1

Medium Dense, Reddish Brown Sandy Clay, Moist

J-11 1.9

Medium to Stiff, Reddish Clay, trace of Sand, Moist

J-21 1.8

End of Borehole @ 5.0'

SAMPLE

Q)

0:::

(j)

~ ... c:

.Q Q) .-en Co <0

... Water Content % Plastic Limit I I Liquid Limit

. Standard Penetration Test Data (Blows / ft)

10 20 40 60 80

2-3-2-3

2-3-5-7

UD

Penetrometer Rock Core

1 1

ir. " ~~7 Project Name:

Project Location:

Groundwater Depth:

Encountered at:

At Completion:

After hrs

--- 1- - no

BORING LOG

Santee National Wildlife Refuge

Clarendon Coun!y' South Carolina

Surface Elevation:

'£. Caved at: - ~ Hammer Wt. & Type:

~ Hammer Drop:

140lbs/Auto

30 in.

MATERIAL DESCRIPTIONc:

.Q~ aim iiJ

I

L: C) (jj:;;- ~.3 E~ I Density, Color, Plasticity, Size, C> 0 Proportions, Moisture

3.6" Gravel Surface

I-a C>

J:LL

Q.

d I- Z

~ Sample Types:

g

Auger Cuttings ~ Vane Shear ~ SPTm

0.3 Medium Dense, Reddish Brown Fine Sandy Clay, some Coarse Sand (A-6(1», Moist

5.0 End of Borehole @ 5.0'

UD

Penetrometer Rock Core

Boring No.:

Boring Location:

B-13

U. S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL lANDS HIGHWAY DMSION

Sheet: 1 of 1

Boring Began:

Boring Method:

Hole Diameter:

Rock Core Diam:

Wildlife Drive South (Route 012) 0.75 miles from intersection with Center Road

3/20107 Completed:

Flight Auger Inspector:

4.0 in. Operator:

Weather:

3/20107 ThorntonlO'Brien

Kingsley Clear

.<:iS l

Q.Q)

~~ ~I0 CJ)~z

J-11 1.8

J-21 1.4

SAMPLE

Q) c:::

:;: c:2. Q) .-m Co«>

... Water Content %

Plastic Limit I I Liquid Limit . Standard Penetration Test Data

(Blows I ft) 10 20 40 60 80

Remarks:

No Groundwater was encountered before or after pavement coring and drilling.

2-2-2-3

1-2-3-5 fI'!!k-1..~

~r. =~~ Project Name:

Project Location:

Groundwater Depth:

Encountered at:

At Completion:

After hrs

BORING LOG

Santee National Wildlife Refuge

Clarendon Coun!y' South Carolina

Surface Elevation:

2.. Caved at: - ~ Hammer Wt. &Type:

7. Hammer Drop:

140lbs/Auto 30 in.

MATERIAL DESCRIPTIONc:

.Q~ roQ;

a;~w

'- 5 ..c: 0) Q)..c:

~.3 j~

Density, Color, Plasticity, Size, C9 0 Proportions, Moisture

3.6" Gravel Surface v aGo 0 D 0.3 r-- Q f-a C>

J:

u.

,a.

C>--' a f-Z

~ Sample Types:

g

Auger Cuttings ~ Vane Shear

~ SPT

IIJ

Loose, Tan Sand, Moist

2.6 Soft, Red Sandy Clay, Moist

5.0 End of Borehole @ 5.0'

BoringNo.:

Boring Location:

Boring Began:

Boring Method:

Hole Diameter:

Rock Core Diam:

..c:5 a.,!!1

I

I ci

C/)~z

- J-11 0.6

B-14

U. S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

Sheet: 1 of 1

WildlifeDriveSouth (Route 012) 1.0 miles from intersectionwithCenter Road 3/20107 Completed:

FlightAuger Inspector:

4.0 in. Operator:

Weather:

SAMPLE

Q) a::

f/)

== '- c:.2 Q) .- CIJ Co «)

3/20107

ThorntonlO'Brien

Kingsley Clear

T Water Content %

Plastic LimitI I LiquidLimit . Standard Penetration Test Data

(Blows I ft) 10 20 40 60 80

UD

Penetrometer Rock Core

Remarks:

No Groundwater was encountered before or after pavement coring and drilling.

- J-21 1.0

4-3-2-2

1-2-2-2

Project Name:

Project Location:

Groundwater Depth:

Encountered at:

At Completion:

After hrs c:

.Q~ 1ijGi ~.g!

[j~

.2

I

--g ..c:0') Q)..c:0.0 :>0- ~...J j g.

(!) C l'-l'-f-

CJ

:I:u.

Do c:1.

a f-z

~SampleTypes:

g

Auger Cuttings ~ Vane Shear

~ SPT

m

BORING LOG

Santee National Wildlife Refuge

Clarendon Coun!y' South Carolina

Surface Elevation:

~ Caved at: - ~ Hammer WI. & Type:

3l Hammer Drop:

140 Ibs/Auto

30 in.

MATERIAL DESCRIPTION

Density, Color, Plasticity, Size, Proportions, Moisture

Loose, Tannish Brown Fine to Coarse Sand, some Clay (A-4(O», Dry to Moist

Very Loose, Gray Sand and Clay, Moist to Wet

End of Borehole @ 5.0'

UD

Penetrometer Rock Core

Boring No.:

Boring Location:

Boring Began:

Boring Method:

Hole Diameter:

Rock Core Diam:

..c:g

IQ)

ICoC.o cn~z

- J-11 1.6

B-15

u. S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

Sheet: 1 of 1

Wildlife Drive South (Route 012) 1.25 miles from intersection with Center Road

3/21/07 Completed:

Flight Auger Inspector:

4.0 in. Operator:

Weather:

SAMPLE

Q) a::

rJ'J == -- c::

..Q Q) .-mo.<o

3/21/07 ThorntonlO'Brien

Kingsley Clear

'" Water Content %

Plastic Limit I I Liquid Limit . Standard Penetration Test Data

(BlowsI ft) 10 20 40 60 80

.jft--

Remarks:

No Groundwaterwas encountered before or after pavement coring and drilling.

- J-21 1.0

7-4-4-4

1-2-1-2

~~1\~~ Project Name:

Project Location:

Groundwater Depth:

Encountered at:

At Completion:

After hrs

BORING LOG

Santee National Wildlife Refuge Boring No.: B-16

U. S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

Sheet: 1 of 1

Surface Elevation:

"!l..Caved at: - X Hammer Wt. & Type:

'L Hammer Drop:

Boring Began:

Boring Method:

Hole Diameter:

Rock Core Diam:

Wildlife Drive South (Route 012) 1.5 miles from intersection with Center Road

3/21/07 Completed:

Flight Auger Inspector:

4.0 in. Operator:

Weather:

3/21/07 ThorntonlO'Brien-

Kingsley Clear

Clarendon County, South Carolina Boring Location:

140lbs/Auto

30 in.

MATERIAL DESCRIPTIONc:

.Q~ ro1i) a;~ jjj

I

~O) Qj~0 >-~

~...J j fJ-1 Density, Color, Plasticity, Size,0 0 Proportions, Moisture

Medium Dense, Red Clay, trace Sand, Moist r--

I- C)

Iu..

...,D- C)

I- Z

~ Sample Types:

g

Auger Cuttings

~ Vane Shear

~ SPT

m

..c:S Q.Q) Q)Iii IQ) 0 0 0.

ci cn~z

J-11 0.9

J-21 1.4

4.2 Very Loose, Tan Sand, Wet

5.0 5 End of Borehole @ 5.0'

SAMPLE

(j Q)

0::

tJ)

3: ~ c:

.Q Q) .-m a. <D

T Water Content % Plastic Limit I I Liquid Limit

. Standard Penetration Test Data (Blows I ft)

10 20 40 60 80

2-2-3-2

1-2-1-2

UD

Penetrometer Rock Core

1 I f!1\'~,1 Project Name:

Project Location:

Groundwater Depth:

Encountered at:

At Completion:

After hrs c:

.Q~ iV"Q) iii~ iIi~

.2

I

..c:m Q)..c:0. 0 >-- I!!""" j g.

C) c

;;:: 5.0 f-e C)

~:r:u.

...,D- C) f- Z

~SampleTypes:

Auger Cuttings ~ Vane Shear

~ .SPT

[Q

BORING LOG

Santee National Wildlife Refuge

Clarendon Count}j South Carolina

Surface Elevation:

}I Caved at: - ~ Hammer WI. & Type:

~ Hammer Drop:

140lbs/Auto

30 in.

MATERIAL DESCRIPTION

Density, Color, Plasticity, Size, Proportions, Moisture

Very Loose, Tan Fine Sand, some Clay, some Coarse Sand (A-2(0», Wet

End of Borehole @ 5.0'

UD

Penetrometer Rock Core

Boring No.:

Boring Location:

B-17

u. S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL lANDS HIGHWAY DMSION

Sheet: 1 of 1

Boring Began:

Boring Method:

Hole Diameter:

Rock Core Diam:

Wildlife Drive South (Route 012) 1.75 miles from intersection with Center Road

3/21/07 Completed:

Flight Auger Inspector:

4.0 in. Operator:

Weather:

3/21/07 ThorntonlO'Brien

Kingsley Clear

..c:€ Q.Q) Q)Iii

I

Q) COO. lci CI)~z

~ J-11 2.0

SAMPLE

Q) 0::

II)

:;: -- c.2 Q) .-m 0. CD

... Water Content %

Plastic Limit I I Liquid Limit . Standard Penetration Test Data

(BlowsI ft) 10 20 40 60 80

- J-211.3

2-2-2-2

0-1-0-1 4

Remarks:

L ~

~"~r",,~~.'"

ir. = Project Name:

Project Location:

Groundwater Depth:

Encountered at:

At Completion:

After hrs c .Q~ mID iiJ

...g ..c 01 Q)..c g..3 ~Q.

... J Q) C) 0 r-- Q f-e <9

~J:u.

.,a.

<9

~If-Z

~ Sample Types:

g

Auger Cuttings

~ Vane Shear

~ SPT

aJ

BORING LOG

Santee National Wildlife Refuge

Clarendon County, South Carolina

Surface Elevation:

;I Caved at: - X Hammer WI. & Type:

'L Hammer Drop:

140lbs/Auto

30 in.

MATERIAL DESCRIPTION

Density, Color, Plasticity, Size, Proportions, Moisture

Soft to Medium Dense, Tannish Brown Sandy Clay, Moist

5.0 End of Borehole @ 5.0'

Boring No.:

Boring Location:

Boring Began:

Boring Method:

Hole Diameter:

Rock Core Diam:

:2..c~ Q.Q) Q) (ij

I

Q)

0 0 0.

cn~z

J-1

J-21 1.7

B-18

U. S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

Sheet: 1 of 1

Wildlife Drive South (Route 012) 2.0 miles from intersection with Center Road

3/21/07 Completed:

Flight Auger Inspector:

4.0 in. Operator:

Weather:

SAMPLE

Q) a::

If) 3': ... C .Q Q) .-

CQ 0. CD

3/21/07

ThorntonlO'Brien

Kingsley Clear

T Water Content % Plastic Limit I I Liquid Limit

. Standard Penetration Test Data (Blows I ft)

10 20 40 60 80

1.1 2-3-4-2 .

UD

Penetrometer Rock Core

Remarks:

1-1-1-4

~~y

U. S. DEPARTMENT OF TRANSPORTATION

BORING LOG FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

Project Name: Santee National Wildlife Refuge Boring No.: B-19 Sheet: 1 of 1

Clarendon County, South CarolinaProject Location: Boring Location: Wildlife Drive North (Route 011) 0.25 from intersection with Wildlife Drive South

3/21/07 Completed: 3/21/07 Flight Auger Inspector: ThorntonlO'Brien

4.0 in. Operator: Kingsley Weather: Clear

Groundwater Depth:

Encountered at:

At Completion:

After hrs

Surface Elevation:

.¥. Caved at: - ~ Hammer Wt. & Type:

:5l Hammer Drop:

Boring Began:

Boring Method:

Hole Diameter:

Rock Core Diam:

140lbs/Auto

30 in.

SAMPLE ... Water Content %

Plastic Limit I I Liquid Limit . Standard Penetration Test Data

(Blows I ft) 10 20 40 60 80

MATERIAL DESCRIPTION0

I

~iS :c CI (I)..ca. 0 >--f! I ~ ~ C> C c .Q~ 1ij'Q) iii~ iIi

..ciS 15.(1) (I)Iii

I

(I) coa.

l 0 CJ)?::z

<II

~ ~ c::.Q (I) .-m a. <D

Density, Color, Plasticity, Size, Proportions, Moisture

1.2" Gravel Surface

Medium to Stiff, Tan and Reddish Brown Fine to Coarse Sandy Clay (A-6(7)), Moist

(I) a::

J-11 1.6 5-5-5-8

J-21 1.7 2-2-2-4 .

f-e

CI

I

:I:

LL

End of Borehole @ 5.0'

,a.

C> f- Z

~ Sample Types:

g

Auger Cuttings

~ Vane Shear

~ SPTm

Remarks:

No Groundwater was encountered before or after pavement coring and drilling.

UD

~ii'\ Ira.8= ~";7

Project Name:

Project Location:

Groundwater Depth:

Encountered at:

At Completion:

After hrs

BORING LOG

Santee National Wildlife Refuge

Clarendon County, South Carolina

Surface Elevation:

Jk Caved at: -

~ Hammer WI. & Type:

'5L Hammer Drop:

140 IbslAuto

30 in.

MATERIAL DESCRIPTIONc .Q~ coG) ij;.I!1 iI:i~

I ii?

~CI Qj:;0 >.- ~...J j 5r\ Density, Color, Plasticity, Size, ~ c . M

Proportions, olsture

Stiff, Reddish Brown Sandy Clay, Moist f0-e> C>

J:u.

.,a.

C>

~Iz, ~ Sample Types:

Auger Cuttings

~ Vane Shear

~ SPT

m

Stiff, Red Clay, trace Fine Sand, Moist

5.0 End of Borehole @ 5.0'

Boring No.:

Boring Location:

Boring Began:

Boring Method:

Hole Diameter:

Rock Core Diam:

ii?.s::~ Q.Q) Q)(ij

I

Q)

COO.

l ci

CJ)~z

J-11 0.4

J-21 1.4

B-20

U. S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

Sheet: 1 of 1

Wildlife Drive North (Route 011) 0.5 from intersection with Wildlife Drive South

3/21/07 Completed: 3/21/07 Flight Auger Inspector: ThorntonlO'Brien

4.0 in. Operator: Kingsley Weather: Clear

SAMPLE

Q) a::

II)

:;: c .Q Q) .-cc 0. «>

T Water Content %

Plastic Limit I I Liquid Limit . Standard Penetration Test Data

(Blows I ft) 10 20 40 60 80

4-7-4-3

1-3-6-8

UD

Penetrometer Rock Core

~1\~~, Project Name:

Project Location:

Groundwater Depth:

Encountered at:

At Completion:

After hrs

BORING LOG

Santee National Wildlife Refuge

Clarendon County, South Carolina

Surface Elevation:

Jk Caved at: -

~ Hammer Wt. & Type:

.7. Hammer Drop:

140lbs/Auto

30 in.

MATERIAL DESCRIPTIONc:

.Q~ iijGi iD~ iiJ

I

<2' :2 IJ) Qj~ ~.3 j'i l Density, Color, Plasticity, Size, C) Q Proportions, Moisture

3.6" Gravel Surface f-e C)

:J:u.

....Q.

<5,..

f-Z

~Sample Types:

Auger Cuttings ~ Vane Shear § SPTm

0.3 Stiff, Reddish Brown Clay, Trace Sand (A-7-5(37», Moist

5.0 End of Borehole @ 5.0'

UD

Penetrometer Rock Core

Boring No.:

Boring Location:

Boring Began:

Boring Method:

Hole Diameter:

Rock Core Diam:

.ciS

15.CD

CDIii

I

CD

Q 0 0.

(/)~z

J-111.2

J-21 1.6

B-21

U. S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

Sheet: 1 of 1

Wildlife Drive North (Route 011) 0.75 from intersection with Wildlife Drive South

3/21/07 Completed: 3/21/07 Flight Auger Inspector: ThorntonlO'Brien

4.0 in. Operator: Kingsley Weather: Clear

SAMPLE

CD

a::

tJ) ;: '- c::

.2 CD.-ma.CD

... Water Content %

Plastic Limit I I Liquid Limit . Standard Penetration Test Data

(Blows1ft) 10 20 40 60 80

Remarks:

No Groundwater was encountered before or after pavement coring and drilling.

2-3-5-7

4-5-10-11

~"~r~,,:~~. ~

ir. =.~~",,,,"

Project Name:

Project Location:

Groundwater Depth:

Encountered at:

At Completion:

After hrs c:

.Q~ roQi w

,2

I

--g .c: C) Q).c:

f}.3 ~Q.

-- I Q) C9 0

~ '.'"Q,'."..'.. ~,'. .0-. '.'.10.4 f-

CI

C>

I

LL

...,a.

C> f-Z

~ Sample Types:

g

Auger Cuttings

~ Vane Shear

~ SPT

m

BORING LOG

Santee National Wildlife Refuge

Clarendon County, South Carolina

Surface Elevation:

~ Caved at: -

~ Hammer Wt. & Type:

:5l. Hammer Drop:

MATERIAL DESCRIPTION

Density, Color, Plasticity, Size, Proportions, Moisture

4.2" Brown Sand and Gravel Surface

Loose, Red Sand, some Clay, Moist

End of Borehole @ 5.0'

140lbs/Auto

30 in.

Boring No.:

Boring Location:

Boring Began:

Boring Method:

Hole Diameter:

Rock Core Diam:

£.c:~ Q..!!1

Q) CII IQ)

0 u 0.

ci C/)'::-z

J-1

J-21 1.9

B-22

U. S, DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

Sheet: 1 of 1

Wildlife Drive North (Route 011) 1.0 from intersection with Wildlife Drive South

3/21/07 Completed: 3/21/07 Flight Auger Inspector: ThorntonlO'Brien

4.0 in. Operator: Kingsley Weather: Clear

SAMPLE

Q) a::

3: -- c:

..Q Q) .-m a. (()

... Water Content %

Plastic Limit I I Liquid Limit . Standard Penetration Test Data

(Blows I ft) 10 20 40 60 80

1.5 2-4-2-2 .

UD

Penetrometer Rock Core

Remarks:

1-2-2-3

1 I

Project Name:

Project Location:

Groundwater Depth:

Encountered at:

At Completion:

After hrs c .Q~ m"Q) ~.S!

w~

SORI NG LOG

Santee National Wildlife Refuge

Clarendon County. South Carolina

Surface Elevation:

'fl. Caved at: - ~ Hammer Wt. & Type:

;I. Hammer Drop:

140lbs/Auto

30 in.

MATERIAL DESCRIPTION.2

I

L-5 -a.g ~:5 ~...J j g.l Density, Color, Plasticity, Size, (9 C Proportions, Moisture

3.6" Sand and Gravel Surface- t...

Q,"~l "'..'.~, 0.3 f-e C)

,(1 :s:

J:

u.

0..

0...

f-Z

UJ

C) Sample Types:

g

Auger Cuttings ~ Vane Shear

~ SPT

In

Medium Dense, Tannish Brown Clay, some Fine to Coarse Sand (A-6(4», Moist

5.0 End of Borehole @ 5.0'

Boring No.:

Boring Location:

Boring Began:

Boring Method:

Hole Diameter:

Rock Core Diam:

.c5

Q.OJ

OJIii IOJ coa. l 0 (f)~z

J-111.4

J-21 0.9

B-23

U. S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

Sheet: 1 of 1

Wildlife Drive North (Route 011) 1.25 from intersection with Wildlife Drive South

3/21/07 Completed: . 3/21/07 Flight Auger Inspector: ThorntonlO'Brien

4.0 in. Operator: Kingsley Weather: Clear

SAMPLE

Q) c:::

3: L- C.2 Q) .-a:lo.<o

... Water Content %

Plastic Limit I I Liquid Limit . Standard Penetration Test Data

(BlowsI ft) 10 20 40 60 80

.5-4-3-4

2-3-5-5 .

UD

Penetrometer

RockCore

~"~r~.,...

."ir. .~~ Project Name:

Project Location:

Groundwater Depth:

Encountered at:

At Completion:

After hrs

BORING LOG

Santee National Wildlife Refuge Boring No.: B-24

U. S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

Sheet: 1 of 1

Surface Elevation:

X Caved at: - X Hammer WI. & Type:

'L Hammer Drop:

Boring Began:

Boring Method:

Hole Diameter:

Rock Core Diam:

Wildlife Drive North (Route 011) 1.5 from intersection with Wildlife Drive South

3/21/07 Completed: 3/21/07 Flight Auger Inspector: ThorntonlO'Brien

4.0 in. Operator: Kingsley Weather: Clear

Clarendon County, South Carolina Boring Location:

140lbs/Auto

30 in.

MATERIAL DESCRIPTION ~

.<::5

Q.Q) Q) iii IQ)

0 0 0.

ci C/)~z c:

.Q~ 1\jQj iii~ iIi

I e ~C) a;~0 >.~ g l ~ 5r1 Density, Color, Plasticity, Size,0 Proportions, Moisture

Medium Dense, Tan Sandy Clay, Moist

Q f-

CI

J:

LL.

..,c..

a,...

f- Z

~ Sample Types:

g

Auger Cuttings

~ Vane Shear

~ SPT

CD

J-11 1.2

Stiff, Tannish Red Clay, trace Fine Sand, Moist

J-21 1.7

5.0 5 End of Borehole @ 5.0'

SAMPLE

u Q) 0::

IJ)

3: ~ c:.Q Q) .-m 0. «>

... Water Content %

Plastic Limit I I Liquid Limit . Standard Penetration Test Data

(BlowsI ft) 10 20 40 60 80

4-4-3-2

3-6-9-13

UD

Penetrometer Rock Core r I ..- -. mr -.

~..~r.......-~ir. Ii"'~7

U. S. DEPARTMENT OF TRANSPORTATION

BORING LOG FEDERAL HIGHWAY ADMINISlRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

Project Name: Santee National Wildlife Refuge Boring No.: B-25 Sheet: 1 of 1

Project Location: Clarendon Coun!y' South Carolina Boring Location: Wildlife Drive North (Route 011) 1.75 from intersection with Wildlife Drive South

3/21/07 Completed: 3/21/07 Flight Auger Inspector: ThorntonlO'Brien

4.0 in. Operator: Kingsley Weather: Clear

Groundwater Depth:

Encountered at:

At Completion:

After hrs

Surface Elevation:

~ Caved at: - .I. Hammer Wt. & Type:

.'l. Hammer Drop:

Boring Began:

Boring Method:

Hole Diameter:

Rock Core Diam:

140lbs/Auto

30 in.

SAMPLE T Water Content %

Plastic Limit I I Liquid Limit . Standard Penetration Test Data

(BlowsI ft) 10 20 40 60 80

MATERIAL DESCRIPTION.2

I

L-g .c CI a>.ca. 0 >.-e!...J jg.

C> a c:

.Q~ aio;

>a>a>-w~

.cg Q.a> a>(ij Ia>a 0 0.

cn?::z

II)

3: L- C..Q a> .- ID a. <0

Density, Color, Plasticity, Size, Proportions, Moisture

1.2" Gravel Surface

Loose, Tannish Brown Sand, some Clay (A-6(2», Moist a> a:::

J-11 1.7 7-5-2-2 .

Brown and Red Clay with Trace of Sand Moist

J-21 2.0 2-4-4-5 .

'r-.

l-e C) ~:I:u.

End of Borehole @ 5.0'

,B-e> a..

I- Z

~ Sample Types:

Auger Cuttings

~ VaneShear

~ SPT

en

Remarks:

No Groundwater was encountered before or after pavement coring and drilling.

UD

~..~r",,~~.r.

ir.= Project Name:

Project Location:

Groundwater Depth:

Encountered at:

At Completion:

After hrs

.Q~ n;m >Q) Q)-iiJ~

.2

I

~g ..c: 0) Q)..c:C.O >- ~ I j5J"

C) 0

I'- Q t-o (!J

J:"-a.

(!J a t- Z

~SampleTypes:

g

Au ger Cuttings ~ Vane Shear

~ SPT'"

BORING LOG

Santee National Wildlife Refuge

Clarendon County, South Carolina

Surface Elevation:

JI Caved at: - X Hammer Wt. & Type:

'L Hammer Drop:

140lbs/Auto

30 in.

MATERIAL DESCRIPTION

Density, Color, Plasticity, Size, Proportions, Moisture

1.2" Gravel Surface

Medium Dense, Tannish Orange Clay and Fine to Coarse Sand, Moist

Stiff, Reddish Brown Clay, trace Sand, Moist

End of Borehole @ 5.0'

Boring No.:

Boring Location:

Boring Began:

Boring Method:

Hole Diameter:

Rock Core Diam:

<2..c:~ Q.Q) Q)(ij

I

Q)

0 0 C.

I cn~z

J-11 0.8

J-21 1.7

B-26

U. S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

Sheet: 1 of 1

Wildlife Drive North (Route 011) 2.0 from intersection with Wildlife Drive South

3/21/07 Completed: 3/21/07 Flight Auger Inspector: ThorntonlO'Brien

4.0 in. Operator: Kingsley Weather: Clear

SAMPLE

Q) c::

<J)

:i: ~ C .Q Q) .-mC.co

T Water Content % Plastic Limit I I Liquid Limit

. Standard Penetration Test Data (Blows I ft)

10. 20 40 60 80

UD

Penetrometer

RockCore

Remarks:

No Groundwater was encountered before or after pavement coring and drilling.

3-3-2-2

2-3-6-8 f!~ Project Name:

Project Location:

Groundwater Depth:

Encountered at:

At Completion:

After hrs c:

.Q~ roO) iD~ iiJ

--5 ~ C) ~:5 !!!.3 ~ ~ C> a

I-a

CJ

~J:

LL

Il.

C>

I- .z en CJ Sample Types:

Auger Cuttings ~ Vane Shear ~ SPTm

.mr

BORING LOG

Santee National Wildlife Refuge

Clarendon Counh~.l South Carolina

Surface Elevation:

~ Caved at: -

~ Hammer Wt. & Type:

:5l Hammer Drop:

140lbs/Auto

30 in.

MATERIAL DESCRIPTION

Density, Color, Plasticity, Size, Proportions, Moisture

Soft, Tannish Orange Clay and Fine to Coarse Sand (A-6(5», Moist

3.0 Stiff, Reddish Orange Clay and Fine to Coarse Sand, Moist

5.0 End of Borehole @ 5.0'

UD

Penetrometer Rock Core

Boring No.:

Boring Location:

Boring Began:

Boring Method:

Hole Diameter:

Rock Core Diam:

..c:5

~~ Q)ao lC.lo CJ)?::z

J-11 1.6

J-21 1.8

B-27

U. S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DMSION

Sheet: 1 of 1

Wildlife Drive North (Route 011) 2.25 from intersection with Wildlife Drive South

3/21/07 Completed: 3/21/07

Flight Auger Inspector: ThorntonlO'Brien

4.0 in. Operator: Kingsley

Weather: Clear

SAMPLE

Q) a::

t/)

== -- C.2 Q) .-a::Ic.<o

... Water Content %

Plastic Limit I I Liquid Limit . Standard Penetration Test Data

(BlowsI ft) 10 20 40 60 80

Remarks:

No Groundwater was encountered before or after pavement coring and drilling.

1-2-1-3

3-4-5-11

-, I

4!~.,.~ Project Name:

Project Location:

Groundwater Depth:

Encountered at:

At Completion:

After hrs

BORING LOG

Santee National Wildlife Refuge

Clarendon Counh'. South Carolina

Surface Elevation:

;;I Caved at: - ~ Hammer Wt. & Type:

~ Hammer Drop:

140lbs/Auto

30 in.

MATERIAL DESCRIPTIONc:

.Q~ iij1D

.§1~w

.2 j

..g .<:: CI Q).<::~o ~- .. .

e!-J j g-

I

Density, Color, Plasticity, Size, G c Proportions, Moisture

3.6" Gravel Surface i'-i'-f-e C)

"I I"-a:

a T"" f- Z

~Sample Types:

g

Auger Cuttings ~ Vane Shear

~ SPT

ID

0.3 Medium to Stiff, Reddish Orange Clay and Fine to Coarse…