Attachment_14-_C003_-_Boring_Location_Map.pdf

Appendix A Contract 09190015.00

3rd Army, Shaw AFB

SUMMARY OF SOIL LABORATORY TESTS

Boring

No.

Sample Depth

Atterberg Limits

Elev.

Sample Type

Description of Soil

Specimen

Stratum

LL

PL

PI

Natural Moisture

% Passing No. 200 Sieve

Remarks

3.0-6.0’ I-1

EL 211

Jar

Silty fine to medium Sand, light brown (SM)

A NP NP NP 7.2 14.1 See Gradation Test Curve

3.0-6.0’ I-2

EL 212

Jar

Silty fine to medium Sand, light brown (SM)

A NP NP NP 4.3 12.8 See Gradation Test Curve

3.0-6.0’ I-3

EL 212

Jar

Silty fine to medium Sand, dark brown (SM)

A NP NP NP 5.4 12.2 See Gradation Test Curve

0-3.0’ I-4

EL 211

Jar

Poorly Graded fine to medium Sand with Silt, dark brown (SP-SM)

A NP NP NP 3.5 9.4 See Gradation Test Curve

0-3.0’ I-5

EL 211

Jar Silty fine to medium Sand, reddish orange (SM) A NP NP NP 5.9 14.0 See Gradation Test Curve

0-3.0’ I-6 EL 213 Jar

Silty fine to medium Sand, dark brown (SM)

A NP NP NP 6.4 18.6 See Gradation Test Curve

Notes: 1. Soil tests in accordance with 3. Key to abbreviations:

applicable ASTM Standards LL = Liquid Limit PI = Plasticity Index

PL = Plastic Limit NP = Non-Plastic

2. Soil classifications in accordance with ASTM D2487

Sample tested in accordance with ASTM C136 and or D421/D422

3.0" 100.0 2.0" 100.0 1.5" 100.0 1.0" 100.0 3/4" 100.0 1/2" 100.0 3/8" 100.0

NO. 4 100.0

NO. 10 99.8

NO. 20 84.8

NO. 40 55.0

NO. 60 28.9

NO. 100 19.0

NO. 200 14.0

I-5 Class LL PI

0-3 ft

Boring No.

NP

Sample No.

Depth (ft)

Location of Sample

14.0% Passing No.

Natural Moisture Content (%)

GRADATION CURVE

5.9 09190015.00Contract No.

NP

Percent Finer

Project:

Sample Description

Silty Fine to Medium Sand-reddish orange

Sample Source

Shaw AFB

SM

3rd Army Headquarters Shaw AFB

I-5 Sieve Size

U.S. Standard Sieve Nos.

0.0010.010.1110100

PE

R

C

EN

T

FI

N

ER

B Y

W

EI

G H

T

GRAVEL SAND SILT OR CLAY

3" 3/4" 4 40 10020010

Gravelly Sand to Sand

Very Stiff Fine Grained Soils

Gravelly Sand to Sand

Electronic Filename: e31l0816c.ecp

Depth (ft)

Cone Size: 1.75

Date:

Estimated Water Depth:

Rig/Operator:

Total Depth:

Termination Criteria:

12.1 ft

C-12

3rd Army HQ - Shaw AFB Shaw AFB, SC

S&ME Project No: 1611-08-254

Jul. 31, 2008

ATV

C P

T R

E P

O R

T

- D

Y N

A M

IC

S

H A

W

R D

A R

M Y

L O

G S

.G P

J S

M

E .G

D T

/1

5/

Elev (ft)

Pore Pressure u2

(tsf) 0 10 20 300 10 20 30

Tip Resistance qt

(tsf) 100 200 300 400

Friction Ratio Rf

2 4 6 8

Sleeve Friction fs

(tsf) 2 4 6 8 101 100

Equivalent N60

SBTFr

MAI = 5

0 2 4 6 u0u2

(tsf)

80604020 qt

(tsf)

Cone Penetration Test C-12

Gravelly Sand to Sand

Sands-Clean Sand to Silty Sand

Very Stiff Clay to Clayey Sand

Sands-Clean Sand to Silty Sand

Gravelly Sand to Sand

Gravelly Sand to Sand

Electronic Filename: e31l0815c.ecp

Depth (ft)

Cone Size: 1.75

Date:

Estimated Water Depth:

Rig/Operator:

Total Depth:

Termination Criteria:

19.9 ft

C-13

3rd Army HQ - Shaw AFB Shaw AFB, SC

S&ME Project No: 1611-08-254

Jul. 31, 2008

ATV

C P

T R

E P

O R

T

- D

Y N

A M

IC

S

H A

W

R D

A R

M Y

L O

G S

.G P

J S

M

E .G

D T

/1

5/

Elev (ft)

Pore Pressure u2

(tsf) 0 10 20 30

Friction Ratio Rf

0 10 20 30

Tip Resistance qt

(tsf) 100 200 300 400 2 4 6 8

Sleeve Friction fs

(tsf) 2 4 6 8 101 100

Equivalent N60

SBTFr

MAI = 5

80604020 qt

(tsf)

0 2 4 6 u0u2

(tsf)

Cone Penetration Test C-13

Approximately 3 inches of topsoil.

CLAYEY SAND (SC) - mostly fine to medium sands, little low plasticity fines, moist, brown, loose.

- some low plasticity fines, trace of roots, light brown.

BORING TERMINATED AT 5 FEET.

BORING LOG

MATERIAL DESCRIPTION

NOTES:

1.

2.

3.

4.

THIS LOG IS ONLY A PORTION OF A REPORT PREPARED FOR THE NAMED

PROJECT AND MUST ONLY BE USED TOGETHER WITH THAT REPORT.

BORING, SAMPLING AND PENETRATION TEST DATA IN GENERAL

ACCORDANCE WITH ASTM D-1586.

STRATIFICATION AND GROUNDWATER DEPTHS ARE NOT EXACT.

WATER LEVEL IS AT TIME OF EXPLORATION AND WILL VARY.

G R

A P

H

IC

LO

G

NOTES:

DATE DRILLED:

DRILLING METHOD:

LOGGED BY:

DRILLER:

ELEVATION:

BORING DEPTH:

CME 45-B

STANDARD PENETRATION TEST DATA

(blows/ft)

E

LE

V A

TI

O

N (fe et -M

S L)

215.0

DRILL RIG:

WATER LEVEL:

W A

TE

R

L E

V E

L

N V

A

LU

E

D E

P

TH

(fe et

S A

M P

LE

N

O

S A

M P

LE

T

Y P

E

Not encountered at time of boring.

8/5/2008

3¼" H.S.A.

MQ

J. Lassiter & M. Benton

B-21 PROJECT: 3rd Army HQ Complex

Shaw AFB - Sumter, SC 1611-08-254

B O

R

IN

G L

O G

R

D A

R M

Y B

O R

IN

G

L O

G S

.G P

J W

IT

H

C P

T.

G

D T

/1

5/

Laboratory Report Version 4.2

Staff Professional

ASTM D 698: Laboratory Compaction Characteristics of Soil Using Standard EffortReferences:

Moisture-Density Curve Displayed:

Soil Description is based on a visual classification.

Plastic Index:

Oversize Fraction % Moisture

Moist PreparationMechanical Hammer Manual Hammer 3/8 inch Sieve#4 Sieve

Dry Preparation Sieve Size used to separate the Oversize Fraction:

Oversize Fraction

Fine Fraction

Bulk Sp. Gravity

Corrected for Oversize Fraction (ASTM D 4718)

August 7, 2008 August 7, 2008

Specific Gravity:

Natural Moisture Content:

Method A

Report Date:

Test Date(s):

Client Address:

Sample Date:

Location: 0-5.0'

Bulk 1Boring #:

11 August 6, 2008

B-11 Sample #:

Depth:

% Passing

Sample Description:

Plastic Limit:

10.2

ASTM D 698

Soil Properties

3/4 inch Sieve

ASTM D 2216: Laboratory Determination of Water (Moisture) Content of Soil and Rock by Mass

ASTM D 2488: Description and Identification of Soils (Visual-Manual Procedure)

Position Melissa QuintonTechnical Responsibility:

Signature

Project Name:

Client Name:

Moisture - Density Report

TranSystems Corporation 3rd Army Headquarters Complex- Shaw AFB 1611-08-254S&ME Project #:

118.5 PCF. Optimum Moisture Content

4390 Belle Oaks Drive, Suite 220, North Charleston, SC 29405

MDD

Opt. MC

Maximum Dry Density

Poorly Graded Sand with Clay (SP-SC) low plasticity, fine to medium sand, brown

Liquid Limit:

Moisture-Density Relations of Soil and Soil-Aggregate Mixtures

2.65

100% Saturation Curve

90.0

95.0

100.0

105.0

110.0

115.0

120.0

125.0

130.0

135.0

0.0 5.0 10.0 15.0 20.0 25.0

Moisture Content (%)

D ry

D en si ty

(P C

F)

S&ME INC. 134 Suber Road, Columbia, S.C. 29210

CBR TEST DATA SHEET ASTM NO. D 1883-94

JOB NAME 3rd Army HQ Complex- Shaw AFB Description PG Sand w/Clay (SP-SC) JOB NO. 1611-08-254 Sample B-11 WEIGHT OF SOIL + MOLD 44.102 lb.

TEST 1 Blows 37 WEIGHT OF MOLD 34.464 lb.

MAX DRY DENSITY 118.5 PCF WEIGHT OF WET SOIL 9.638 lb.

OPT MOISTURE CONTENT 10.2% WET UNIT WEIGHT 128.7 pcf % H2O after soak 12.0% % H2O pre soak 10.1% CBR PUNCH AREA 3.1416 Sq. in. DRY UNIT WEIGHT 116.9 pcf

CBR SERIAL NO 459 % COMPACTION 98.6%

LOAD RING RATIO 1.7851

LOAD RING CONSTANT 2.342 % WATER ABSORBED 1.9%

PERFORMED BY BU PERCENT SWELL 0.0 %

Actual Load Dial Stress Corrected Corrected Deformation Reading (psi) CBR Stress CBR

(in) 0 0 0.00

0.025 100 56.08

0.05 192 108.35

0.075 290 164.04

0.1 384 217.45 21.7 0 22

0.125 454 257.22

0.15 516 292.45

0.175 558 316.32

0.2 592 335.64 22.4 0 22

0.25 618 350.41

0.3 602 341.32

CBR TEST DATA BS-1 B-11 0-5.0' @ 98.6% Compaction

0.00

50.00

100.00

150.00

200.00

250.00

300.00

350.00

400.00

0.000 0.050 0.100 0.150 0.200 0.250 0.300 0.350

Penetration (in.)

St re ss (p si

ENVIRONMENTAL SERVICES

ENGINEERING • TESTING