Tab_13_Attachment_5_Geology_Drawings_04-05-2016.pdf
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Attachment 5 Geology Drawings 04-05-2016
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ALL MEASUREMENTS ARE FROM
GROUND SURFACE AND ARE THE SAME
AS THOSE USED BY THE DRILLER.
ALL MEASUREMENTS ARE REPORTED IN
FEET EXCEPT WHERE NOTED.
DRILLED BY: U.C. REGION DRILL CREW;
DRILLER; JEFF VAN AUSDALE, HELPERS;
KYLE KILEBREW; DAVE NIELSON.
PURPOSE:
PRECONSTRUCTION SOIL AND BEDROCK
FOUNDATION INVESTIGATIONS.
DRILL EQUIPMENT:
CME 85.
DRILL METHOD:
0- 53.5 FT 4 1/4" HSA AND DRY CORE
SYSTEM WITH SPTs.
CASING RECORD:
NONE USED.
DRILLING MEDIUM:
NONE USED.
HOLE COMPLETION: HOLE BACKFILLED
WITH CUTTINGS.
0.0 - 28.3 FT QUATERNARY ALLUVIUM (Qal)
0.0 - 1.1 FT: SILTY SAND (SM): ABOUT 80% FINE
SAND, MAXIMUM SIZE, FINE SAND; ABOUT
20% FINES WITH NO PLASTICITY, RAPID
DILATANCY, LOW DRY STRENGTH, DRY, TAN
IN COLOR; STRONG REACTION WITH HCl.
1.1 - 1.5 FT CLAYEY SAND (SC): ABOUT 80%
FINE SAND; ABOUT 20% FINES WITH LOW
PLASTICITY, LOW TO MEDIUM DRY STENGTH,
LOW TOUGHNESS AND SLOW DILATANCY;
GREY TO ORANGE IN COLOR, DRY, NO
REACTION WITH HCl.
1.5 - 9.2 FT LEAN CLAY WITH SAND (CL)s:
ABOUT 80% FINES WITH MEDIUM TO HIGH
PLASTICITY, MEDIUM TO HIGH DRY
STRENGTH, NO DILATANCY AND MEDIUM TO
HIGH TOUGHNESS; ABOUT 20% FINE SAND;
MAXIUMUM SIZE, FINE SAND; DRY, TAN IN
COLOR, NO REACTION WITH HCl.
9.2 - 28.3 FT POORLY GRADED SAND WITH
SILT (SP-SM): ABOUT 90% FINE SAND; ABOUT
10% FINES WITH NO PLASTICITY, NO DRY
STRENGTH, AND RAPID DILATANCY; DRY,
LIGHT BROWN IN COLOR; NO REACTION WITH
HCl.
28.3 - 53.5 FT TERTIARY NACIMIENTO
FORMATION (TN)
28.3 - 53.5 FT SANDSTONE: FINE TO MEDIUM
GRAINED, TAN IN COLOR, MODERATELY TO
INTENSELY WEATHERED (W5-W7)
MODERATELY SOFT (H5), THINLY BEDDED TO
LAMINATED; NO REACTION WITH HCl.
ROCK APPEARS TO BE BROKEN DURING
DRILLING AND IS RECOVERED MOSTLY AS
ANGULAR FRAGMENTS FROM 1/2-INCH TO
APPROXIMATELY 4- INCHES IN SIZE. MOST
SURFACES ON THE FRAGMENTS APPEAR
FRESHLY BROKEN. OCCASIONAL PLANAR
SURFACES ARE STAINED WITH IRON OXIDE
INDICATING SOME JOINTS AND FRACTURES
EXISTING IN THE ROCK. ORIENTATION AND
DENSITY OF THE JOINTS AND FRACTURES
COULD NOT BE DETERMINED.
STRATIGRAPHY:
0.0 - 28.3 FT: QUATERNARY ALLUVIUM (Qal)
28.3 - 53.5 FT: TERTIARY NACIMIENTO
FORMATION (Tn)
ABBREVIATIONS:
WLNE = WATER LEVEL NOT ENCOUNTERED
I.D. = INSIDE DIAMETER
BNE = BEDROCK NOT ENCOUNTERED
NE=NOT ENCOUNTERED
FT=FEET
HSA=HOLLOW STEM AUGER
CME=CENTRAL MINING EQUIPMENT
SPT=STANDARD PENETRATION TEST.
17.1
88.5
38.3
31.3
14.7
11.7
14.9
17.3
30.8
32.5
BOTTOM OF HOLE
SM
SC
(CL)s
SP-SM
SS
6630.5 6630.1
6622.4
6603.3
6578.1
Qal
Tn
17.1
88.5
38.3
31.3
14.7
11.7
14.9
17.3
30.8
32.5
82.9
11.5
61.7
68.7
85.3
78.2
80.1
82.7
69.2
67.5
10.1
5.0
NA
46.3%
24.7
NA
NA
NA
NA
NA
30.6%
28.5%
3.0%
12.5%
6.2%
3.9%
2.0%
1.9%
2.5%
4.2%
12.1%
9.3%
NP
26.3%
10.9
NP
NP
NP
NP
NP
10.8%
9.6%
SM
CL
SC
SM
SM
SP-SM
SM
SM
SC
SC
5/9/11
8/14/18
11/21/21
8/11/12
6/10/12
6/9/10
9/12/14
5/10/9
17/34/48
25/REFUSAL
COMMENTS:
ALL ANGLES MEASURED FROM CORE AXIS AT ZERO DEGREES, UNLESS OTHERWISE NOTED.
THE DATA FOR THE CENTER COLUMN AND"CLASSIFICATION AND PHYSICAL CONDITIONS" COLUMN ARE BASED ON BUREAU OF RECLAMATION GEOLOGY FIELD MANUAL AND DRAWINGS TITLED FOR DESIGNS AND SPECIFICATIONS AS FOLLOWS- DRAWING NO. 40-D-6493. STANDARD DESCRIPTIONS AND DESCRIPTIVE CRITERIA FOR ROCK.
DRAWING NO. 40-D-6499. STANDARD DESCRIPTORS AND DESCRIPTIVE CRITERIA FOR DISCONTINUITIES.
PROJECT: NAVAJO GALLUP WATER SUPPLY PROJECT
ANGLE FROM HORIZONTAL: 90
FEATURE: REACH 22 PIPELINE
DEPTH TO BEDROCK: 28.3
COORDINATES: N 1,968,336.0 E 2,735,072.1 GROUND ELEVATION: 6631.6
CLASSIFICATION AND
PHYSICAL CONDITIONNOTES
HOLE LOGGED BY: J. GILBERT
TOTAL DEPTH: 53.5
GEOLOGIC LOG OF DRILL HOLE NO. DHR21-14-G
AND DATE MEASURED: 9/7/2014 REVIEWED BY:
SHEET 1 OF 1
LOCATION: WATER TREATMENT PLANT
BEGUN: 9/7/14 FINISHED: 9/7/14
STATE: NEW MEXICO
G E
O
LO
G
IC
U N
IT
S Y
M B
O L
V
IS
U A
L C
LA
S
S
IF
IC
A
T
IO
N
E
LE
V A
T
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N
C
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IS
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LA
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IN
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LI
Q
U
ID
L
IM
IT
G
R A
V E
L
S
A N
D
F
IN
E
S
LABORATORY DATA
LA
B
O R
A T
O R
Y C
LA
S
S
IF
IC
A
T
IO
N
D E
P T
H
B
LO
W S
0.
F
T
DEPTH AND ELEVATION OF WATER LEVEL: WLNE
G13
G14
G15
G16
G17
G18
U
M M
A R
Y O
F P
H Y
S
IC
A L
P R
O P
E R
T
IE
S T
E S
T R
E S
U L
T
P R
O J
E C
T : N
A V
A J
O G
A L
L U
P W
A T
E R
S U
P P
L Y
P R
O J
E C
T F
E A
T U
R E
R
E A
C H
W T
P P ag e 1 o f 1 rill H o le N u m b e r: D
H R
-1 -G
ID
E
N T
IF
IC
A T
IO
A R
T
IC
L E
S
IZ
E F
R A
C T
IO
E R
C E
C O
N S
IS
T
E N
L
IM
E
C
IF
IC
G
R A
V
TEST PIT NUMBER
DEPTH – feet
CLASSIFICATION
SYMBOL
F
IN
SAND #200 (.074mm) to #4 (4.76mm)
GRAVEL #4 (4.76mm) to 3" (76.2mm)
COBBLES 3" (76.2mm) to 5" (127mm)
OVERSIZE Larger than 5" (127mm)
LIQUID LIMIT - %
PLASTICITY INDEX - %
SHRINKAGE LIMIT - %
SPECIFIC GRAVITY
MINUS NO.4
SPECIFIC GRAVITY
PLUS NO. 4 BULK
ABSORPTION - %
FILL WATER CONTENT %
MINUS No. 4
PLUS No. 4
SMALLER THAN
0.005 mm
0.005 to 0.074 mm
# 1
.5
.0
M
.1
.9
.6
# 2
.7
.8
.3
.4
# 3
.2
# 4
.0
# 5
.5
# 6
.0
-1
-S
# 7
.5
# 8
.5
# 9
.5
T
.5
SU
M A
R Y
O
F PH
Y
SIC
A L
PR
O
PE
R
T
IE
S T E
ST
R
E
SU
L
O
JE
C T
: N A
V A
JO
G
A
LLU
P W A
TER
SU
PPLY
PR
O
JEC
T FE
A
T U
R E
: R
EA
C H
22 C U
TTER
LA
TER
L Page 1 of 4
N T
IFIC
A
T
PA
T
IC
L E
SIZE
FR
A C
T
IO
N S
IN
PE
R C
E
N
SIST
E N
IT
S
IN
-PL
A
C E
D E
N
SIT
CLASSIFICATION
SYMBOL
FIN
ES
SAND #200 (.074mm) to #4 (4.76mm)
GRAVEL #4 (4.76mm) to 3" (76.2mm)
COBBLES 3" (76.2mm) to 5" (127mm)
OVERSIZE Larger than 5" (127mm)
LIQUID LIMIT - %
PLASTICITY INDEX - %
SHRINKAGE LIMIT - %
DRY DENSITY - PCF
FILL WATER
CONTENT -%
SPECIFIC GRAVITY
PLUS NO. 4
SPECIFIC GRAVITY
MINUS NO.4
SMALLER THAN
0.005 mm
0.005 to 0.074 mm
D H
R 22-25
5.0-6.5
SM
10.9
9.0 80.1
0.0 0.0
0.0
/A
1.9
2.64
D H
R 22-25
7.5-9.0
13.8
12.1 74.1
0.0 0.0
0.0
3.0
2.63
D H
R 22-25
10.0-11.5
13.9
12.0 74.1
0.0 0.0
0.0
3.3
2.64
D H
R 22-25
12.5-14.0
SC
18.2
24.9 56.9
0.0 0.0
0.0 26.1
11.1
4.2
H
R 22-25
15.0-16.5
18.9
24.2 56.9
0.0 0.0
0.0 26.2
9.2
3.7
2.71
D H
R 22-25
17.5-19.0
17.6
20.8 59.9
1.7 0.0
0.0 22.9
3.7
3.8
2.61
D H
R 22-25
20.0-21.5
10.3
9.6 80.1
0.0 0.0
0.0
2.8
2.65
R 22-29
5.0-6.5 s (C
L) 24.5
39.2 28.6
7.7 0.0
0.0 32.7
14.7
7.3
2.70
D H
R 22-29
7.5-8.0
14.0
67.1
0.0 0.0
0.0
4.5
2.68
R 22-33
0.0-4.6
-SM
16.4 30.5
53.1 0.0
0.0 0.0
25.6 5.4
4.2
2.64
D H
R 22-33
5.0-6.2
18.0
21.0 61.0
0.0 0.0
0.0
7.6
2.61
TE: N
um bers in parentheses are m etric equivalents of num bers directly above.
*D enotes in-place density and 5-point curve.
M A
R Y
O
F PH
Y
SIC
A L
PR
O
PE
R
T
IE
S T E
ST
R
E
SU
LT
S
P R
O
JE
C T
: N A
V A
JO
G
A L
L U
P W A
T E
R
SU
PPL
Y
PR
O
JE
C
T
FE
A T
U R
E : R
E A
C
22 Page 1 of 1
N T
IFIC
A
T
T
IC
L E
SIZE
FR
A C
T
IO
N S
IN
PE
R C
E
N
SIST
E N
IT
S
IN
-PL
A
N
M
PA
C
T
IO
N T
E
ST
CLASSIFICATION
SYMBOL
FIN
ES
SAND #200 (.074mm) to #4 (4.76mm)
GRAVEL #4 (4.76mm) to 3" (76.2mm)
COBBLES 3" (76.2mm) to 5" (127mm)
OVERSIZE Larger than 5" (127mm)
LIQUID LIMIT - %
PLASTICITY INDEX - %
SHRINKAGE LIMIT - %
DRY DENSITY - PCF
FILL WATER
CONTENT -%
SPECIFIC GRAVITY
PLUS NO. 4
SPECIFIC GRAVITY
MINUS NO.4
MAXIMUM DRY
DENSITY - pcf
OPTIMUM WATER
CONTENT - %
PENETRATION
RESISTANCE psi
D-Value %
0.005 to 0.074 mm
Relative Density %
D H
R 22-13-5
2.5 – 4.0
11.8
12.2 74.5
1.5
23.6
9.4
7.3
2.53 2.65
5.0 – 6.5
23.9 19.8
56.3
21.5 7.4
5.3
2.68
R 22-53
11.1 70.9
25.1
7.0
5.1
2.62
14.4 11.0
74.6
N /P
N /P
4.7
2.67
10.0 – 11.5
10.8 13.0
76.2
N /P
N /P
2.2
2.64
R 22-96
7.5
7.2 85.3
N
/P N
/P
1.8
2.62
7.1 5.0
82.4 5.5
N /P
N /P
1.6 2.36
2.64
7.5 – 9.0
17.5 21.2
61.3
N /P
N /P
4.0
2.64
10.0 – 11.5
78.0
N /P
N /P
2.6
2.63
12.5 – 14.0
8.5 4.5
87.0
N /P
N /P
2.1
2.64
15.0 – 16.5
5.4
87.1
N /P
N /P
1.7
2.64
17.5 – 19.0
8.0 5.7
86.3
N /P
N /P
1.8
2.61
25.0 -26.5
15.4 13.1
71.5
19.0 2.7
3.5
2.62
M A
R Y
O
F PH
Y
SIC
A L
PR
O
PE
R
T
IE
S T E
ST
R
E
SU
L
O
JE
C T
: N A
V A
JO
G
A
LLU
P W A
TER
SU
PPLY
PR
O
JEC
T FE
A
T U
R E
: R
EA
C H
22 C U
TTER
LA
TER
L Page 1 of 1
22-57
N T
IFIC
A
T
T
IC
L E
SIZE
FR
A C
T
IO
N S
IN
PE
R C
E
N
SIST
E N
IT
S
IN
-PL
A
C E
D E
N
CLASSIFICATION
SYMBOL
FIN
ES
SAND #200 (.074mm) to #4 (4.76mm)
GRAVEL #4 (4.76mm) to 3" (76.2mm)
COBBLES 3" (76.2mm) to 5" (127mm)
OVERSIZE Larger than 5" (127mm)
LIQUID LIMIT - %
PLASTICITY INDEX - %
SHRINKAGE LIMIT - %
DRY DENSITY - PCF
FILL WATER
CONTENT -%
SPECIFIC GRAVITY
PLUS NO. 4
SPECIFIC GRAVITY
MINUS NO.4
SMALLER THAN
0.005 mm
0.005 to 0.074 mm
D H
R 22-57-1
5.3-6.8
12.9
20.2 66.9
0.0
3.9
2.68
D H
R 22-57-2
7.8-9.3
11.3 80.7
0.0
2.4
2.66
D H
R 22-57-3
10.3-11.8
SP-SM
3.7 91.8
0.0
1.6
2.60
D H
R 22-57-4
12.8-14.3
4.9
4.3 90.8
0.0
1.3
2.70
D H
R 22-57-5
15.3-16.8
5.5
2.4 92.1
0.0
1.5
2.65
D H
R 22-57-7
17.3-18.2 (C
L)s 60.7
24.3 15.0
0.0
36.3
19.8
16.0
2.64
D H
R 22-57-8
18.2-20.3
3.3
1.8 91.9
3.0 0.0
0.7 2.56
2.66
D H
R 22-57-9
20.3-21.8
5.2
1.7 93.1
0.0
1.3
TE: N
um bers in parentheses are m etric equivalents of num bers directly above.
M A
R Y
O
F PH
Y
SIC
A L
PR
O
PE
R
T
IE
S T E
ST
R
E
SU
L
O
JE
C T
: N A
V A
JO
G
A
LLU
P W A
TER
SU
PPLY
PR
O
JEC
T FE
A
T U
R E
: R
EA
C H
22 C U
TTER
LA
TER
22-61
N T
IFIC
A
T
T
IC
L E
SIZE
FR
A C
T
IO
N S
IN
PE
R C
E
N
SIST
E N
IT
S
IN
-PL
A
C E
D E
N
CLASSIFICATION
SYMBOL
FIN
ES
SAND #200 (.074mm) to #4 (4.76mm)
GRAVEL #4 (4.76mm) to 3" (76.2mm)
COBBLES 3" (76.2mm) to 5" (127mm)
OVERSIZE Larger than 5" (127mm)
LIQUID LIMIT - %
PLASTICITY INDEX - %
SHRINKAGE LIMIT - %
DRY DENSITY - PCF
FILL WATER
CONTENT -%
SPECIFIC GRAVITY
PLUS NO. 4
SPECIFIC GRAVITY
MINUS NO.4
SMALLER THAN
0.005 mm
0.005 to 0.074 mm
D H
R 22-61-1
5.0-6.5 s (C
L-M L)
17.5 33.5
49.0 0.0
23.7 6.9
4.3
2.64
D H
R 22-61-2
7.5-9.0
15.5 22.9
61.6 0.0
21.2 4.5
3.6
2.66
D H
R 22-61-3
7.0
85.0
0.0
1.5
2.60
D H
R 22-61-4
3.4
3.1 93.5
0.0
0.9
2.68
D H
R 22-61-5
7.8 83.7
0.0
2.2
2.66
D H
R 22-61-6
77.3
4.1 0.0
3.2 2.50
2.67
TE: N
um bers in parentheses are m etric equivalents of num bers directly above.
M A
R Y
O
F PH
Y
SIC
A L
PR
O
PE
R
T
IE
S T E
ST
R
E
SU
L
O
JE
C T
: N A
V A
JO
G
A
LLU
P W A
TER
SU
PPLY
PR
O
JEC
T FE
A
T U
R E
: R
EA
C H
22 C U
TTER
LA
TER
22-65
N T
IFIC
A
T
T
IC
L E
SIZE
FR
A C
T
IO
N S
IN
PE
R C
E
N
SIST
E N
IT
S
IN
-PL
A
C E
D E
N
CLASSIFICATION
SYMBOL
FIN
ES
SAND #200 (.074mm) to #4 (4.76mm)
GRAVEL #4 (4.76mm) to 3" (76.2mm)
COBBLES 3" (76.2mm) to 5" (127mm)
OVERSIZE Larger than 5" (127mm)
LIQUID LIMIT - %
PLASTICITY INDEX - %
SHRINKAGE LIMIT - %
DRY DENSITY - PCF
FILL WATER
CONTENT -%
SPECIFIC GRAVITY
PLUS NO. 4
SPECIFIC GRAVITY
MINUS NO.4
SMALLER THAN
0.005 mm
0.005 to 0.074 mm
D H
R 22-65-1
2.2 90.3
0.0
1.7
2.72
D H
R 22-65-2
6.7
4.2 89.1
0.0
2.1
2.63
D H
R 22-65-3
5.8
6.3 87.9
0.0
2.1
2.67
D H
R 22-65-4
11.5
14.7 73.8
0.0
3.8
2.68
D H
R 22-65-5
11.6
9.5 78.9
0.0
3.3
2.61
D H
R 22-65-6
10.0
13.3 76.7
0.0
2.2
2.68
D H
R 22-65
2.5-3.5
10.4
13.5 76.1
0.0
2.6
2.64
D H
R 22-65
11.9-12.5 s (C
L) 26.8
35.3 37.9
0.0
27.7
11.4
8.3
2.67
TE: N
um bers in parentheses are m etric equivalents of num bers directly above.
M A
R Y
O
F PH
Y
SIC
A L
PR
O
PE
R
T
IE
S T E
ST
R
E
SU
L
O
JE
C T
: N A
V A
JO
G
A
LLU
P W A
TER
SU
PPLY
PR
O
JEC
T FE
A
T U
R E
: R
EA
C H
22 C U
TTER
LA
TER
22-69
N T
IFIC
A
T
T
IC
L E
SIZE
FR
A C
T
IO
N S
IN
PE
R C
E
N
SIST
E N
IT
S
IN
-PL
A
C E
D E
N
CLASSIFICATION
SYMBOL
FIN
ES
SAND #200 (.074mm) to #4 (4.76mm)
GRAVEL #4 (4.76mm) to 3" (76.2mm)
COBBLES 3" (76.2mm) to 5" (127mm)
OVERSIZE Larger than 5" (127mm)
LIQUID LIMIT - %
PLASTICITY INDEX - %
SHRINKAGE LIMIT - %
DRY DENSITY - PCF
FILL WATER
CONTENT -%
SPECIFIC GRAVITY
PLUS NO. 4
SPECIFIC GRAVITY
MINUS NO.4
SMALLER THAN
0.005 mm
0.005 to 0.074 mm
D H
R 22-69-1
83.7
0.0
2.4
2.70
D H
R 22-69-2
16.7 74.8
0.0
2.7
2.71
D H
R 22-69-3
26.3 58.5
1.4 0.0
4.8 2.62
2.65
D H
R 22-69-4
12.5-14.0 s (C
L) 21.2
36.8 40.6
1.4 0.0
31.1
15.7
7.0
2.45 2.60
D H
R 22-69-5
20.3
28.6 46.8
4.3 0.0
27.6
12.4
5.8
2.40 2.70
D H
R 22-69-6
17.0-20.0
(SC
)g 12.7
10.4 61.9
15.0 0.0
25.5
11.1
4.5
2.57 2.69
D H
R 22-69-7
18.8
16.9 55.3
9.0 0.0
29.2
14.8
5.6
2.43 2.70
TE: N
um bers in parentheses are m etric equivalents of num bers directly above.
M A
R Y
O
F PH
Y
SIC
A L
PR
O
PE
R
T
IE
S T E
ST
R
E
SU
L
O
JE
C T
: N A
V A
JO
G
A
LLU
P W A
TER
SU
PPLY
PR
O
JEC
T FE
A
T U
R E
: R
EA
C H
22 C U
TTER
LA
TER
22-74
N T
IFIC
A
T
T
IC
L E
SIZE
FR
A C
T
IO
N S
IN
PE
R C
E
N
SIST
E N
IT
S
IN
-PL
A
C E
D E
N
CLASSIFICATION
SYMBOL
FIN
ES
SAND #200 (.074mm) to #4 (4.76mm)
GRAVEL #4 (4.76mm) to 3" (76.2mm)
COBBLES 3" (76.2mm) to 5" (127mm)
OVERSIZE Larger than 5" (127mm)
LIQUID LIMIT - %
PLASTICITY INDEX - %
SHRINKAGE LIMIT - %
DRY DENSITY - PCF
FILL WATER
CONTENT -%
SPECIFIC GRAVITY
PLUS NO. 4
SPECIFIC GRAVITY
MINUS NO.4
SMALLER THAN
0.005 mm
0.005 to 0.074 mm
D H
R 22-74-1
11.9
19.2 68.9
0.0
3.8
2.65
D H
R 22-74-2
17.0
70.9
0.0
25.3
N P
6.4
2.67
D H
R 22-74-3
12.7 69.3
0.0
28.3
11.4
6.3
2.73
D H
R 22-74-4
67.9
2.5 0.0
27.1
10.1
4.7
2.54 2.74
D H
R 22-74-5
15.0-15.7
16.7
30.9 52.4
0.0
34.5
12.8
10.5
2.65
D H
R 22-74-6
20.0-20.6 s (C
L) 28.6
29.2 42.2
0.0
35.0
18.8
9.4
2.74
TE: N
um bers in parentheses are m etric equivalents of num bers directly above.
M A
R Y
O
F PH
Y
SIC
A L
PR
O
PE
R
T
IE
S T E
ST
R
E
SU
L
O
JE
C T
: N A
V A
JO
G
A
LLU
P W A
TER
SU
PPLY
PR
O
JEC
T FE
A
T U
R E
: R
EA
C H
22 C U
TTER
LA
TER
L Page 2 of 4
N T
IFIC
A
T
T
IC
L E
SIZE
FR
A C
T
IO
N S
IN
PE
R C
E
N
SIST
E N
IT
S
IN
-PL
A
C E
D E
N
CLASSIFICATION
SYMBOL
FIN
ES
SAND #200 (.074mm) to #4 (4.76mm)
GRAVEL #4 (4.76mm) to 3" (76.2mm)
COBBLES 3" (76.2mm) to 5" (127mm)
OVERSIZE Larger than 5" (127mm)
LIQUID LIMIT - %
PLASTICITY INDEX - %
SHRINKAGE LIMIT - %
DRY DENSITY - PCF
FILL WATER
CONTENT -%
SPECIFIC GRAVITY
PLUS NO. 4
SPECIFIC GRAVITY
MINUS NO.4
SMALLER THAN
0.005 mm
0.005 to 0.074 mm
D H
R 22-78
25.0
7.7 67.3
0.0 0.0
0.0 21.9
8.4
4.6
2.66
D H
R 22-78
7.5-9.0 s (M
L) 19.3
31.7 49.0
0.0 0.0
0.0 21.4
3.8
4.5
2.67
D H
R 22-78
10.0-10.5 (C
H )s
58.2 17.2
24.6 0.0
0.0 0.0
52.1 30.3
8.1
17.2
2.69
D H
R 22-78
10.5-11.5
21.4
23.0 55.6
0.0 0.0
0.0 25.6
7.3
5.6
2.78
D H
R 22-78
12.8
77.2
0.0 0.0
0.0
2.7
2.66
D H
R 22-78
15.0-16.5 s (M
L) 17.0
51.5 31.5
0.0 0.0
0.0
5.5
2.61
D H
R 22-78
16.3
24.1 59.6
0.0 0.0
0.0
4.6
2.65
D H
R 22-78
20.4 65.6
0.0 0.0
0.0
3.9
2.60
TE: N
um bers in parentheses are m etric equivalents of num bers directly above.
M A
R Y
O
F PH
Y
SIC
A L
PR
O
PE
R
T
IE
S T E
ST
R
E
SU
LT
S
P R
O
JE
C T
: N A
V A
JO
G
A L
L U
P W A
T E
R
SU
PPL
Y
PR
O
JE
C
T
FE
A T
U R
E : R
E A
C
22B Page 1 of 1 ole N um ber: D H
R 22A
C 1-15-1
ID
E
N T
IFIC
A
T
T
IC
L E
SIZE
FR
A C
T
IO
N S
IN
PE
R C
E
N
SIST
E N
IT
S
SPE
C
IFIC
G R
A V
-PL
A
C E
D E
N
CLASSIFICATION
SYMBOL
FIN
ES
SAND #200 (.074mm) to #4 (4.76mm)
GRAVEL #4 (4.76mm) to 3" (76.2mm)
COBBLES 3" (76.2mm) to 5" (127mm)
OVERSIZE Larger than 5" (127mm)
LIQUID LIMIT - %
PLASTICITY INDEX - %
SHRINKAGE LIMIT - %
SPECIFIC GRAVITY
MINUS NO.4
SPECIFIC GRAVITY
PLUS NO. 4 BULK
APPARENT
ABSORPTION - %
FILL WATER CONTENT %
MINUS No. 4
SPT #1
3.5 – 5.0
13.2
78.3
2.70
2.5
SPT #2
6.0 – 7.5
5.1
90.0
2.62
SPT #3
8.5 – 10.0
4.4
90.4
2.51
1.6
SPT #4
11.0 – 12.5
17.0 20.1
62.9
23.4 7.1
2.61
5.3
SPT #5
13.5 – 15.0
14.6
13.1 72.3
22.4
5.2
2.62
4.6
SPT #6
16.0 – 17.5
16.6 19.7
63.7
27.2 10.3
2.72
SPT #7
18.5 – 20.0
21.2
62.5
26.9 9.3
2.66
SPT #8
23.5 – 25.0
10.1
79.7 0.6
2.67 2.48
1.3
1.2
M A
R Y
O
F PH
Y
SIC
A L
PR
O
PE
R
T
IE
S T E
ST
R
E
SU
LT
S
P R
O
JE
C T
: N A
V A
JO
G
A L
L U
P W A
T E
R
SU
PPL
Y
PR
O
JE
C
T
FE
A T
U R
E : R
E A
C ole N um ber: D H
R 22A
C 2-15-1
ID
E
N T
IFIC
A
T
T
IC
L E
SIZE
FR
A C
T
IO
N S
IN
PE
R C
E
N
SIST
E N
IT
S
SPE
C
IFIC
G R
A V
A
N
CLASSIFICATION
SYMBOL
FIN
ES
SAND #200 (.074mm) to #4 (4.76mm)
GRAVEL #4 (4.76mm) to 3" (76.2mm)
COBBLES 3" (76.2mm) to 5" (127mm)
OVERSIZE Larger than 5" (127mm)
LIQUID LIMIT - %
PLASTICITY INDEX - %
SHRINKAGE LIMIT - %
SPECIFIC GRAVITY
MINUS NO.4
SPECIFIC GRAVITY
PLUS NO. 4 BULK
APPARENT
ABSORPTION - %
FILL WATER CONTENT %
MINUS No. 4
9.4
83.4
2.66
(C L-M
L)s 16.8
56.4 26.8
25.9
6.9
2.64
22.5
66.5
2.64
18.6
69.2
2.64
8.9 8.3
82.8
2.62
M A
R Y
O
F PH
Y
SIC
A L
PR
O
PE
R
T
IE
S T E
ST
R
E
SU
LT
S
P R
O
JE
C T
: N A
V A
JO
G
A L
L U
P W A
T E
R
SU
PPL
Y
PR
O
JE
C
T
FE
A T
U R
E : R
E A
C ole N um ber: D H
R 22B
-14-25
ID
E
N T
IFIC
A
T
T
IC
L E
SIZE
FR
A C
T
IO
N S
IN
PE
R C
E
N
SIST
E N
IT
S
SPE
C
IFIC
G R
A V
A
C E
D E
N
(DHR22B-14-25)
CLASSIFICATION
SYMBOL
FIN
ES
SAND #200 (.074mm) to #4 (4.76mm)
GRAVEL #4 (4.76mm) to 3" (76.2mm)
COBBLES 3" (76.2mm) to 5" (127mm)
OVERSIZE Larger than 5" (127mm)
LIQUID LIMIT - %
PLASTICITY INDEX - %
SHRINKAGE LIMIT - %
SPECIFIC GRAVITY
MINUS NO.4
SPECIFIC GRAVITY
PLUS NO. 4 BULK
APPARENT
ABSORPTION - %
FILL WATER CONTENT %
MINUS No. 4
SPT# 1
4.0 – 5.5
20.9 22.7
56.4
25.9 11.0
2.69
4.0
SPT# 2
6.5 – 8.0
18.4 60.6
24.3
7.0
2.66
SPT# 3
9.0 – 10.5
15.1
68.0
2.69
SPT# 4
11.5 – 13.0
20.3
15.7 64.0
25.2
7.0
2.69
SPT# 5
14.0 – 15.5
14.3
76.7
2.68
SPT# 6
16.5 – 18.0
77.7
21.6 3.0
2.64
SPT# 7
19.0 – 20.5
16.5
78.0
2.70
SPT# 8
24.0 – 25.5
(C L)S
35.9 48.2
15.9
41.1 21.3
12.0 2.73
17.6
M A
R Y
O
F PH
Y
SIC
A L
PR
O
PE
R
T
IE
S T E
ST
R
E
SU
LT
S
P R
O
JE
C T
: N A
V A
JO
G
A L
L U
P W A
T E
R
SU
PPL
Y
PR
O
JE
C
T
FE
A T
U R
E : R
E A
C ole N um ber: D H
R 22B
-14-33
ID
E
N T
IFIC
A
T
T
IC
L E
SIZE
FR
A C
T
IO
N S
IN
PE
R C
E
N
SIST
E N
IT
S
SPE
C
IFIC
G R
A V
A
C E
D E
N
(DHR22B-14-33)
CLASSIFICATION
SYMBOL
FIN
ES
SAND #200 (.074mm) to #4 (4.76mm)
GRAVEL #4 (4.76mm) to 3" (76.2mm)
COBBLES 3" (76.2mm) to 5" (127mm)
OVERSIZE Larger than 5" (127mm)
LIQUID LIMIT - %
PLASTICITY INDEX - %
SHRINKAGE LIMIT - %
SPECIFIC GRAVITY
MINUS NO.4
SPECIFIC GRAVITY
PLUS NO. 4 BULK
APPARENT
ABSORPTION - %
FILL WATER CONTENT %
MINUS No. 4
63.6
22.6
6.4
2.66
3.9
14.9 16.8
68.3
2.64
3.8
10.5 10.6
78.9
2.65
2.7
19.1 23.8
57.1
23.6 9.8
2.67
22.4 24.8
52.8
27.2 12.1
2.68 s(C L)
26.0 33.3
40.7
28.4 13.7
2.73
21.9 21.8
56.3
26.4 11.7
2.72
8.2
22.4
73.1
2.71
M A
R Y
O
F PH
Y
SIC
A L
PR
O
PE
R
T
IE
S T E
ST
R
E
SU
LT
S
P R
O
JE
C T
: N A
V A
JO
G
A L
L U
P W A
T E
R
SU
PPL
Y
PR
O
JE
C
T
FE
A T
U R
E : R
E A
C ole N um ber: D H
R -22B
-14-41
ID
E
N T
IFIC
A
T
T
IC
L E
SIZE
FR
A C
T
IO
N S
IN
PE
R C
E
N
SIST
E N
IT
S
SPE
C
IFIC
G R
A V
CLASSIFICATION
SYMBOL
FIN
ES
SAND #200 (.074mm) to #4 (4.76mm)
GRAVEL #4 (4.76mm) to 3" (76.2mm)
COBBLES 3" (76.2mm) to 5" (127mm)
OVERSIZE Larger than 5" (127mm)
LIQUID LIMIT - %
PLASTICITY INDEX - %
SHRINKAGE LIMIT - %
SPECIFIC GRAVITY
MINUS NO.4
SPECIFIC GRAVITY
SPT
6.4 88.6
2.63
0.9
# 2
91.7
2.64
0.7
# 3
6.0
88.2
2.66
1.1
# 4
6.1
6.5 81.3
6.1
2.63
2.47 3.7
1.3
# 5
6.8 87.2
2.65
# 6
16.0 -17.5
82.5
2.67
# 7
18.5 – 20.0 (C
L)s 29.8
42.3 27.9
34.9
18.0
2.67
# 8
23.5 – 25.0 s(C
L) 23.9
38.7 37.4
30.5
10.4
2.66
9.2
M A
R Y
O
F PH
Y
SIC
A L
PR
O
PE
R
T
IE
S T E
ST
R
E
SU
LT
S
P R
O
JE
C T
: N A
V A
JO
G
A L
L U
P W A
T E
R
SU
PPL
Y
PR
O
JE
C
T
FE
A T
U R
E : R
E A
C ole N um ber: D H
R 22B
-14-50
ID
E
N T
IFIC
A
T
T
IC
L E
SIZE
FR
A C
T
IO
N S
IN
PE
R C
E
N
SIST
E N
IT
S
SPE
C
IFIC
G R
A V
A
C E
D E
N
(DHR22B-14-50)
CLASSIFICATION
SYMBOL
FIN
ES
SAND #200 (.074mm) to #4 (4.76mm)
GRAVEL #4 (4.76mm) to 3" (76.2mm)
COBBLES 3" (76.2mm) to 5" (127mm)
OVERSIZE Larger than 5" (127mm)
LIQUID LIMIT - %
PLASTICITY INDEX - %
SHRINKAGE LIMIT - %
SPECIFIC GRAVITY
MINUS NO.4
SPECIFIC GRAVITY
PLUS NO. 4 BULK
APPARENT
ABSORPTION - %
FILL WATER CONTENT %
MINUS No. 4
4.0 – 5.5
82.6
2.63
3.5
6.5 – 8.0
22.9
56.2
38.0 21.6
2.67
9.0 – 10.5 s(C L)
21.0 32.9
46.1
29.3 12.8
2.65
M A
R Y
O
F PH
Y
SIC
A L
PR
O
PE
R
T
IE
S T E
ST
R
E
SU
LT
S
P R
O
JE
C T
: N A
V A
JO
G
A L
L U
P W A
T E
R
SU
PPL
Y
PR
O
JE
C
T
FE
A T
U R
E : R
E A
C ole N um ber: D H
R 22B
-14-121
ID
E
N T
IFIC
A
T
T
IC
L E
SIZE
FR
A C
T
IO
N S
IN
PE
R C
E
N
SIST
E N
IT
S
SPE
C
IFIC
G R
A V
A
C E
D E
N
CLASSIFICATION
SYMBOL
FIN
ES
SAND #200 (.074mm) to #4 (4.76mm)
GRAVEL #4 (4.76mm) to 3" (76.2mm)
COBBLES 3" (76.2mm) to 5" (127mm)
OVERSIZE Larger than 5" (127mm)
LIQUID LIMIT - %
PLASTICITY INDEX - %
SHRINKAGE LIMIT - %
SPECIFIC GRAVITY
MINUS NO.4
SPECIFIC GRAVITY
PLUS NO. 4 BULK
APPARENT
ABSORPTION - %
FILL WATER CONTENT %
MINUS No. 4
23.4
56.8
24.4 11.0
2.65
10.2
81.3
2.62 s(C L)
21.8 33.9
44.3
26.5 12.3
2.63
27.0
52.1
26.7 11.8
14.2 2.67 s(C L)
28.0 26.1
45.9
29.2 14.8
2.65 s(C L)
31.8 27.6
40.6
31.2 16.6
2.64 s(C L)
27.8 26.0
46.2
27.9 13.4
2.64
29.0 18.1
52.9
28.2 14.8
2.65
4.7
M A
R Y
O
F PH
Y
SIC
A L
PR
O
PE
R
T
IE
S T E
ST
R
E
SU
LT
S
P R
O
JE
C T
: N A
V A
JO
G
A L
L U
P W A
T E
R
SU
PPL
Y
PR
O
JE
C
T
FE
A T
U R
E : R
E A
C ole N um ber: D H
R 22B
-14-125
ID
E
N T
IFIC
A
T
T
IC
L E
SIZE
FR
A C
T
IO
N S
IN
PE
R C
E
N
SIST
E N
IT
S
SPE
C
IFIC
G R
A V
A
C E
D E
N
(DHR22B-14-125)
CLASSIFICATION
SYMBOL
FIN
ES
SAND #200 (.074mm) to #4 (4.76mm)
GRAVEL #4 (4.76mm) to 3" (76.2mm)
COBBLES 3" (76.2mm) to 5" (127mm)
OVERSIZE Larger than 5" (127mm)
LIQUID LIMIT - %
PLASTICITY INDEX - %
SHRINKAGE LIMIT - %
SPECIFIC GRAVITY
MINUS NO.4
SPECIFIC GRAVITY
PLUS NO. 4 BULK
APPARENT
ABSORPTION - %
FILL WATER CONTENT %
MINUS No. 4
31.0 11.4
57.6
34.2 21.6
2.61
12.5
78.5
N
P
2.66
3.2
26.1 17.4
56.5
26.3 14.1
2.61
6.2 s(C L)
39.2 29.3
31.5
39.6 27.0
2.58
9.9
13.5 –15.0
(C L)S
45.0 31.1
23.9
40.4 28.1
8.8 2.60 s(C L)
38.3 18.4
43.3
34.0 22.0
2.63
8.8 s(C L)
29.4 21.2
49.4
28.2 15.9
2.59
7.6
74.6
21.5 3.9
69.0
44.5 8.3
2.56
25.0
M A
R Y
O
F PH
Y
SIC
A L
PR
O
PE
R
T
IE
S T E
ST
R
E
SU
LT
S
P R
O
JE
C T
: N A
V A
JO
G
A L
L U
P W A
T E
R
SU
PPL
Y
PR
O
JE
C
T
FE
A T
U R
E : R
E A
C ole N um ber: D H
R
22PP1-15-1
ID
E
N T
IFIC
A
T
T
IC
L E
SIZE
FR
A C
T
IO
N S
IN
PE
R C
E
N
SIST
E N
IT
S
SPE
C
IFIC
G R
A V
A
C E
D E
N
CLASSIFICATION
SYMBOL
FIN
ES
SAND #200 (.074mm) to #4 (4.76mm)
GRAVEL #4 (4.76mm) to 3" (76.2mm)
COBBLES 3" (76.2mm) to 5" (127mm)
OVERSIZE Larger than 5" (127mm)
LIQUID LIMIT - %
PLASTICITY INDEX - %
SHRINKAGE LIMIT - %
SPECIFIC GRAVITY
MINUS NO.4
SPECIFIC GRAVITY
PLUS NO. 4 BULK
APPARENT
ABSORPTION - %
FILL WATER CONTENT %
MINUS No. 4
78.9
2.66
9.3 11.7
79.0
2.63
15.0
23.3 61.7
22.8
4.2
2.61
8.6
74.1 4.0
2.69 2.34
6.5
2.8
80.7
2.63
2.9
16.2
67.6
2.62
4.8
19.1 19.5
61.4
31.3 16.5
2.67
M A
R Y
O
F PH
Y
SIC
A L
PR
O
PE
R
T
IE
S T E
ST
R
E
SU
LT
S
P R
O
JE
C T
: N A
V A
JO
G
A L
L U
P W A
T E
R
SU
PPL
Y
PR
O
JE
C
T
FE
A T
U R
E : R
E A
C ole N um ber: D H
R
-22-PP2A
-14-1
ID
E
N T
IFIC
A
T
T
IC
L E
SIZE
FR
A C
T
IO
N S
IN
PE
R C
E
N
SIST
E N
IT
S
SPE
C
IFIC
G R
A V
CLASSIFICATION
SYMBOL
FIN
ES
SAND #200 (.074mm) to #4 (4.76mm)
GRAVEL #4 (4.76mm) to 3" (76.2mm)
COBBLES 3" (76.2mm) to 5" (127mm)
OVERSIZE Larger than 5" (127mm)
LIQUID LIMIT - %
PLASTICITY INDEX - %
SHRINKAGE LIMIT - %
SPECIFIC GRAVITY
MINUS NO.4
SPECIFIC GRAVITY
Total Moisture%
SPT#1
4.1
90.9
2.64
1.6
1.6
SPT#2
91.5
2.63
1.2
1.2
SPT#3
8.5 – 10.0
(C L-M
L)s 23.6
46.5 29.9
23.3
5.5
2.68
5.0
5.0
SPT#4
15.0
69.9
2.68
3.4
3.4
SPT#5
69.7
2.65
3.7
M A
R Y
O
F PH
Y
SIC
A L
PR
O
PE
R
T
IE
S T E
ST
R
E
SU
LT
S
P R
O
JE
C T
: N A
V A
JO
G
A L
L U
P W A
T E
R
SU
PPL
Y
PR
O
JE
C
T
FE
A T
U R
E : R
E A
C ole N um ber: D H
R
22PP2-15-2
ID
E
N T
IFIC
A
T
T
IC
L E
SIZE
FR
A C
T
IO
N S
IN
PE
R C
E
N
SIST
E N
IT
S
SPE
C
IFIC
G R
A V
A
C E
D E
N
CLASSIFICATION
SYMBOL
FIN
ES
SAND #200 (.074mm) to #4 (4.76mm)
GRAVEL #4 (4.76mm) to 3" (76.2mm)
COBBLES 3" (76.2mm) to 5" (127mm)
OVERSIZE Larger than 5" (127mm)
LIQUID LIMIT - %
PLASTICITY INDEX - %
SHRINKAGE LIMIT - %
SPECIFIC GRAVITY
MINUS NO.4
SPECIFIC GRAVITY
PLUS NO. 4 BULK
APPARENT
ABSORPTION - %
FILL WATER CONTENT %
MINUS No. 4
SPT # 1
4.2 – 5.7
8.4 7.9
83.7
2.64
6.7 – 8.2
86.1
2.61
2.3
9.2 – 10.7
27.9 53.7
22.2
4.8
2.61
11.7 – 13.2
6.9 10.1
83.0
2.65
2.1
14.2 – 15.7
69.5
2.64
16.7 – 18.2
93.5
2.65
1.4
19.2 – 20.7
91.5
2.66
24.2 – 25.7
15.5
73.6
2.62
SPT #9
29.2 – 30.7
19.7
69.3
2.63
M A
R Y
O
F PH
Y
SIC
A L
PR
O
PE
R
T
IE
S T E
ST
R
E
SU
LT
S
P R
O
JE
C T
: N A
V A
JO
G
A L
L U
P W A
T E
R
SU
PPL
Y
PR
O
JE
C
T
FE
A T
U R
E : R
E A
C ole N um ber: D H
R 22R
T 1A
-15-1
ID
E
N T
IFIC
A
T
T
IC
L E
SIZE
FR
A C
T
IO
N S
IN
PE
R C
E
N
SIST
E N
IT
S
SPE
C
IFIC
G R
A V
A
C E
D E
N
(DHR22B-14-50)
CLASSIFICATION
SYMBOL
FIN
ES
SAND #200 (.074mm) to #4 (4.76mm)
GRAVEL #4 (4.76mm) to 3" (76.2mm)
COBBLES 3" (76.2mm) to 5" (127mm)
OVERSIZE Larger than 5" (127mm)
LIQUID LIMIT - %
PLASTICITY INDEX - %
SHRINKAGE LIMIT - %
SPECIFIC GRAVITY
MINUS NO.4
SPECIFIC GRAVITY
PLUS NO. 4 BULK
APPARENT
ABSORPTION - %
FILL WATER CONTENT %
MINUS No. 4
3.0 – 4.5
89.3
2.66
1.5
5.5 – 7.0
7.3
89.2
2.65
8.0 – 9.5 s(C L-M
L) 20.4
35.3 44.3
26.0
6.9
2.65
10.5 – 12.0
70.9
2.64
13.0 – 14.5
87.4
2.65
1.9
15.5 – 17.0
5.6
88.1
2.65
18.0 – 19.5
13.0
79.9
2.65
M A
R Y
O
F PH
Y
SIC
A L
PR
O
PE
R
T
IE
S T E
ST
R
E
SU
LT
S
P R
O
JE
C T
: N A
V A
JO
G
A L
L U
P W A
T E
R
SU
PPL
Y
PR
O
JE
C
T
FE
A T
U R
E : R
E A
C ole N um ber: D H
R 22R
T 1B
-15-1
ID
E
N T
IFIC
A
T
T
IC
L E
SIZE
FR
A C
T
IO
N S
IN
PE
R C
E
N
SIST
E N
IT
S
SPE
C
IFIC
G R
A V
A
C E
D E
N
CLASSIFICATION
SYMBOL
FIN
ES
SAND #200 (.074mm) to #4 (4.76mm)
GRAVEL #4 (4.76mm) to 3" (76.2mm)
COBBLES 3" (76.2mm) to 5" (127mm)
OVERSIZE Larger than 5" (127mm)
LIQUID LIMIT - %
PLASTICITY INDEX - %
SHRINKAGE LIMIT - %
SPECIFIC GRAVITY
MINUS NO.4
SPECIFIC GRAVITY
PLUS NO. 4 BULK
APPARENT
ABSORPTION - %
FILL WATER CONTENT %
MINUS No. 4
3.1 – 4.6
9.7
85.9
2.63
5.6 – 7.1
9.7
82.8
2.67
8.1 – 9.6
15.4 33.3
51.3
2.62
10.6 – 12.1
29.3 53.2
22.4
5.2
2.64
13.1 – 14.6
7.4
83.3
2.64
15.6 – 17.1
SP
2.4
2.2 95.4
2.64
18.1 – 19.6
2.1
94.5
2.63
1.2
M A
R Y
O
F PH
Y
SIC
A L
PR
O
PE
R
T
IE
S T E
ST
R
E
SU
LT
S
P R
O
JE
C T
: N A
V A
JO
G
A L
L U
P W A
T E
R
SU
PPL
Y
PR
O
JE
C
T
FE
A T
U R
E : R
E A
C ole N um ber: D H
R 22R
T 2-15-2
ID
E
N T
IFIC
A
T
T
IC
L E
SIZE
FR
A C
T
IO
N S
IN
PE
R C
E
N
SIST
E N
IT
S
SPE
C
IFIC
G R
A V
A
C E
D E
N
CLASSIFICATION
SYMBOL
FIN
ES
SAND #200 (.074mm) to #4 (4.76mm)
GRAVEL #4 (4.76mm) to 3" (76.2mm)
COBBLES 3" (76.2mm) to 5" (127mm)
OVERSIZE Larger than 5" (127mm)
LIQUID LIMIT - %
PLASTICITY INDEX - %
SHRINKAGE LIMIT - %
SPECIFIC GRAVITY
MINUS NO.4
SPECIFIC GRAVITY
PLUS NO. 4 BULK
APPARENT
ABSORPTION - %
FILL WATER CONTENT %
MINUS No. 4
3.2 – 4.7
7.4
83.0
2.62
5.7 – 7.2
87.8
2.64
8.2 – 9.7
18.8
70.3
2.67
10.7 – 12.2
81.7
2.64
2.6
13.2 – 14.7
83.0
2.64
15.7 – 17.2
25.8
19.4 53.9
0.9
22.2
5.2
2.64 2.42
4.3
18.2 – 19.7 s(C L)
34.6 28.9
36.5
31.4 14.4
2.70
23.2 – 24.7
55.1
34.2
SPT #9
25.7 – 27.2
78.5
2.63
M A
R Y
O
F PH
Y
SIC
A L
PR
O
PE
R
T
IE
S T E
ST
R
E
SU
LT
S
P R
O
JE
C T
: N A
V A
JO
G
A L
L U
P W A
T E
R
SU
PPL
Y
PR
O
JE
C
T
FE
A T
U R
E : R
E A
C ole N um ber: D H
R 22R
T 2-15-3
ID
E
N T
IFIC
A
T
T
IC
L E
SIZE
FR
A C
T
IO
N S
IN
PE
R C
E
N
SIST
E N
IT
S
SPE
C
IFIC
G R
A V
CLASSIFICATION
SYMBOL
FIN
ES
SAND #200 (.074mm) to #4 (4.76mm)
GRAVEL #4 (4.76mm) to 3" (76.2mm)
COBBLES 3" (76.2mm) to 5" (127mm)
OVERSIZE Larger than 5" (127mm)
LIQUID LIMIT - %
PLASTICITY INDEX - %
SHRINKAGE LIMIT - %
SPECIFIC GRAVITY
MINUS NO.4
SPECIFIC GRAVITY
4.5 – 6.0
79.2
2.64
SPT # 2
7.0 – 8.5
8.3
80.8
2.64
SPT # 3
9.5 – 11.0
11.7
76.4
2.64
SPT # 4
12.0 – 13.5
13.9
76.7
2.65
SPT # 5
14.5 – 16.0
10.2
81.3
2.64
SPT # 6
17.0 – 18.5 s(C L)
38.5 19.3
42.2
31.5 12.6
2.60
9.1
SPT # 7
19.0 – 21.5
75.6
2.65
SPT # 8
22.0 – 23.5
64.2
18.8 2.6
2.64
SPT # 9
24.5 – 26.0
23.2
58.4
22.4 7.5
2.67
SPT # 10
29.5 – 31.0
22.2 60.4
20.6
4.5
2.65
SPT # 11
34.5 – 36.0
70.1
26.2 3.7
61.3
40.0 9.2
2.68
SPT # 12
39.5 – 41.0
8.8
77.4 5.3
16.9 0.5
2.61
2.38 5.5
2.0
M A
R Y
O
F PH
Y
SIC
A L
PR
O
PE
R
T
IE
S T E
ST
R
E
SU
LT
S
P R
O
JE
C T
: N A
V A
JO
G
A L
L U
P W A
T E
R
SU
PPL
Y
PR
O
JE
C
T
FE
A T
U R
E : R
E A
C H 22B ole N um ber: D H
R 22R
T 2-15-4
ID
E
N T
IFIC
A
T
T
IC
L E
SIZE
FR
A C
T
IO
N S
IN
PE
R C
E
N
SIST
E N
IT
S
SPE
C
IFIC
G R
A V
CLASSIFICATION
SYMBOL
FIN
ES
SAND #200 (.074mm) to #4 (4.76mm)
GRAVEL #4 (4.76mm) to 3" (76.2mm)
COBBLES 3" (76.2mm) to 5" (127mm)
OVERSIZE Larger than 5" (127mm)
LIQUID LIMIT - %
PLASTICITY INDEX - %
SHRINKAGE LIMIT - %
SPECIFIC GRAVITY
MINUS NO.4
SPECIFIC GRAVITY
4.3 – 5.8
86.8
2.62
SPT # 2
6.8 – 8.3
11.5
78.6
2.60
3.0
SPT # 3
9.3 – 10.8
11.3 10.5
78.2
2.65
SPT # 4
11.8 – 13.3
17.8 18.5
63.7
2.65
SPT # 5
14.3 – 15.8
81.6
2.63
SPT # 6
16.8 – 18.3
29.3 18.6
52.1
25.7 12.6
2.60
6.6
SPT # 7
19.3 – 20.8
9.8
82.2
2.65
SPT # 8
21.8 – 23.3
13.2
73.0
2.63
SPT # 9
24.3 – 25.8
20.0 17.3
62.7
20.2 2.6
2.65
SPT # 10
29.3 – 30.8 s(C L-M
L) 30.9
24.1 45.0
23.1
5.6
2.63
SPT # 11
34.8 – 36.3
69.9
25.7 4.4
58.8
33.3 9.8
2.70
14.8
SPT # 12
39.3 – 40.8
12.4
70.1
2.63
M A
R Y
O
F PH
Y
SIC
A L
PR
O
PE
R
T
IE
S T E
ST
R
E
SU
LT
S
P R
O
JE
C T
: N A
V A
JO
G
A L
L U
P W A
T E
R
SU
PPL
Y
PR
O
JE
C
T
FE
A T
U R
E : R
E A
C ole N um ber: D H
R T
2-14-1
ID
E
N T
IFIC
A
T
T
IC
L E
SIZE
FR
A C
T
IO
N S
IN
PE
R C
E
N
SIST
E N
IT
S
SPE
C
IFIC
G R
A V
A
C E
D E
N
CLASSIFICATION
SYMBOL
FIN
ES
SAND #200 (.074mm) to #4 (4.76mm)
GRAVEL #4 (4.76mm) to 3" (76.2mm)
COBBLES 3" (76.2mm) to 5" (127mm)
OVERSIZE Larger than 5" (127mm)
LIQUID LIMIT - %
PLASTICITY INDEX - %
SHRINKAGE LIMIT - %
SPECIFIC GRAVITY
MINUS NO.4
SPECIFIC GRAVITY
PLUS NO. 4 BULK
APPARENT
ABSORPTION - %
FILL WATER CONTENT %
MINUS No. 4
8.7
88.0
2.63
7.3
85.2
2.63
16.0 22.2
61.8
28.3 14.8
2.64
20.0
63.7
23.1 8.5
13.5 –15.0
21.1
64.9
S (C L)
31.8 25.8
42.4
25.7 13.8
2.56
S (C L)
28.9 19.8
44.7 6.6
26.9 11.8
2.58
2.47
S (C L)
33.0 20.7
46.3
27.0 13.1
2.69
SPT# 9
28.5 - 30.0
7.6
80.4 0.6
2.62
SPT# 10A
33.5 – 34.4
13.5
76.1
SPT# 10B
34.4 – 35.0 (C
L)s 53.9
25.4 20.7
47.4
31.2 8.6
12.4
SPT# 11
38.5 – 40.0
80.6
2.0
SPT# 12
43.5 – 45.0
(SP-SM
)G
72.0
17.7
2.39
SPT# 13
48.5 – 50.0
69.1 16.0
2.35
SPT# 14
53.5 – 54.3
14.5
68.9
2.64
TLewis Cross-Out
M A
R Y
O
F PH
Y
SIC
A L
PR
O
PE
R
T
IE
S T E
ST
R
E
SU
LT
S
P R
O
JE
C T
: N A
V A
JO
G
A L
L U
P W A
T E
R
SU
PPL
Y
PR
O
JE
C
T
FE
A T
U R
E : R
E A
C
N T
IFIC
A
T
T
IC
L E
SIZE
FR
A C
T
IO
N S
IN
PE
R C
E
N
SIST
E N
IT
S
IN
-PL
A
N
M
PA
C
T
IO
N T
E
CLASSIFICATION
SYMBOL
FIN
ES
SAND #200 (.074mm) to #4 (4.76mm)
GRAVEL #4 (4.76mm) to 3" (76.2mm)
COBBLES 3" (76.2mm) to 5" (127mm)
OVERSIZE Larger than 5" (127mm)
LIQUID LIMIT - %
PLASTICITY INDEX - %
SHRINKAGE LIMIT - %
DRY DENSITY - PCF
FILL WATER
CONTENT -%
SPECIFIC GRAVITY
PLUS NO. 4
SPECIFIC GRAVITY
MINUS NO.4
MAXIMUM DRY
DENSITY - pcf
OPTIMUM WATER
CONTENT - %
PENETRATION
0.005 to 0.074 mm
Relative Density %
TPR
22-52
89.9
N
P N
P
97.8 1.8
2.63
107.8 13.5
90.7
TPR
22-54
11.1 81.4
N
P N
P
99.2
2.65
110.0 11.4
90.2
22-55
88.1
N
P N
P
96.4
2.64
110.9 11.0
86.9
22-55
7.1-8.3 S (C
L) 21.3
34.3 44.4
27.5
12.8
2.68
22-56
83.8
N
P N
P
97.7
2.61
103.8 14.4
94.1
22-87
0.0-1.0 S (C
L) 26.6
35.6 37.8
29.3
14.0
2.64
4.0-5.0
12.8
75.6
1.7
N
P N
P
2.56 2.62
14.4
15.3 69.6
0.7
N
P N
P
92.0
2.25 2.61
115.8 12.0
79.4
22-88
15.2 70.8
N
P N
P
94.9
2.62
116.3 12.8
81.6
22-89
23.3 58.6
N
P N
P
92.6
2.61
115.2 12.8
80.4
M A
R Y
O
F PH
Y
SIC
A L
PR
O
PE
R
T
IE
S T E
ST
R
E
SU
LT
S (M axim um ensity by Proctor)
O
JE
C T
: N A
V A
JO
G
A L
L U
P W A
T E
R
SU
PPL
Y
PR
O
JE
C
T
FE
A T
U R
E : R
E A
C
N T
IFIC
A
T
T
IC
L E
SIZE
FR
A C
T
IO
N S
IN
PE
R C
E
N
SIST
E N
IT
S
IN
-PL
A
C E
D E
N
M
PA
C T
IO
N
T E
Test Pit Number
CLASSIFICATION
SYMBOL
FIN
ES
SAND #200 (.074mm) to #4 (4.76mm)
GRAVEL #4 (4.76mm) to 3" (76.2mm)
COBBLES 3" (76.2mm) to 5" (127mm)
OVERSIZE Larger than 5" (127mm)
LIQUID LIMIT - %
PLASTICITY INDEX - %
SHRINKAGE LIMIT - %
DRY DENSITY - PCF
TOTAL FILL WATER
CONTENT -%
SPECIFIC GRAVITY
PLUS NO. 4
SPECIFIC GRAVITY
MINUS NO.4
MAXIMUM DRY
DENSITY - pcf
OPTIMUM WATER
CONTENT - %
PENETRATION
D-Value - %
0.005 to 0.074 mm
DRY IN-PLACE
MINUS #4 pcf
MINUS #4 MOISTURE
RELATIVE DENSITY
*TPR
22-58
88.8
2.9
/P
102.0
5.6 2.41
2.67 113.5
11.8
102.0
5.7 77.2
*TPR
22-59
81.6
93.9
2.0
2.62 104.6
14.3
89.8 93.9
2.0
*TPR
22-60
87.7
101.6
2.4
2.66 114.2
11.5
89.0 101.6
2.4
*TPR
22-63
11.8 78.9
103.9
2.9
2.70 115.1
10.5
90.3 103.9
2.9
*TPR
22-64
4.0 s(C
L) 24.0
44.2 31.8
27.7
10.9
97.0 5.9
2.75
112.4 14.8
86.3
97.0 5.9
*TPR
22-64
79.5
98.4
3.1
2.67 106.4
13.4
92.5 98.4
3.1
*TPR
22-66
19.4 68.7
101.8
3.2
2.67 110.9
13.0
91.8 101.8
3.2
*TPR
22-67
17.9 68.1
104.0
3.4
2.68 112.3
11.8
92.6 104.0
3.4
TPR
22-67
12.0 -
6.9
87.3
2.6
2.67
2.6
*TPR
22-68
73.8
101.3
3.2
2.70 108.3
12.9
93.5 101.3
3.2
TPR
22-68
9.2-9.7 (C
L)s 43.4
31.5 25.1
36.5
21.7 8.8
15.9
2.73
15.9
*TPR
22-70
88.6
96.8
2.2
2.72 103.4
13.9
93.6 96.8
2.2
*TPR
22-71
76.6
0.2
112.1
4.1 2.47
2.70 117.8
11.7
95.2 112.1
TE: N
um bers in parentheses are m etric equivalents of num bers directly above.
M
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Test Pit Number
CLASSIFICATION
SYMBOL
FIN
ES
SAND #200 (.074mm) to #4 (4.76mm)
GRAVEL #4 (4.76mm) to 3" (76.2mm)
COBBLES 3" (76.2mm) to 5" (127mm)
OVERSIZE Larger than 5" (127mm)
LIQUID LIMIT - %
PLASTICITY INDEX - %
SHRINKAGE LIMIT - %
DRY DENSITY - PCF
TOTAL FILL WATER
CONTENT -%
SPECIFIC GRAVITY
PLUS NO. 4
SPECIFIC GRAVITY
MINUS NO.4
MAXIMUM DRY
DENSITY - pcf
OPTIMUM WATER
CONTENT - %
PENETRATION
D-Value - %
0.005 to 0.074 mm
DRY IN-PLACE
MINUS #4 pcf
MINUS #4 MOISTURE
*TPR
22-72
4.0 M
L 15.8
34.8 49.4
0.0
93.8
5.5
2.70 113.3
13.7
82.8 93.8
5.5
*TPR
22-73
5.1 87.0
0.0
112.8
2.4
2.68 113.5
12.5
99.4 112.8
2.4
*TPR
22-76
16.0
25.1 58.9
0.0
104.8
3.9
2.65 116.6
11.5
89.9 104.8
3.9
TPR
22-76
12.0-13.0
65.3
0.0
3.9
2.70
3.9
*TPR
22-77
4.0 (C
L)s 20.8
50.1 29.1
0.0
27.9
10.9
93.3 5.5
2.69
114.7 13.4
81.3
93.3 5.5
TPR
22-77
6.3-7.0
58.7 34.3
7.0 0.0
54.4 35.5
10.4
15.5
2.65
15.5
TPR
22-77
10.0-10.7
86.5
0.0
3.6
2.68
3.6
*TPR
22-79
4.0 C
L-M L
21.3 46.7
32.0 0.0
23.6 6.7
97.7
5.1
2.69 114.3
12.7
85.5 97.7
5.1
*TPR
22-80
4.0 (C
L)s 21.3
55.0 23.7
0.0
27.2
9.9
92.7 5.9
2.67
112.0 14.5
82.8
92.7 5.9
TPR
22-81
0.0-3.0
15.2
68.3 1.4
21.3 4.1
4.0 2.42
2.68
3.9
TPR
22-81
3.0-4.0
(SC
-SM
)g
7.4 5.3
58.5 28.8
21.2 5.2
3.4 2.41
2.63
3.9
TPR
22-81
4.0-4.5
71.7
0.7
18.7
N P
4.0
2.65
4.1
*TPR
22-81
12.7
69.0
1.8
23.8
N P
106.5
5.5 2.33
2.66 109.2
14.4
97.4 106.4
5.6
*TPR
22-83
4.0
28.5
50.6
22.1 5.1
98.7
5.2
2.60 115.3
12.3
85.6 98.7
5.2
N O
TE: N
um bers in parentheses are m etric equivalents of num bers directly above.
M A
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S
TEST PIT NUMBER
DEPTH – feet
CLASSIFICATION
SYMBOL
FIN
ES
SAND #200 (.074mm) to #4 (4.76mm)
GRAVEL #4 (4.76mm) to 3" (76.2mm)
COBBLES 3" (76.2mm) to 5" (127mm)
OVERSIZE Larger than 5" (127mm)
LIQUID LIMIT - %
PLASTICITY INDEX - %
SHRINKAGE LIMIT - %
DRY DENSITY - pcf
FILL WATER
CONTENT - %
SPECIFIC GRAVITY
PLUS No. 4
SPECIFIC GRAVITY
MINUS No. 4
MAXIMUM DRY
DENSITY - pcf
OPTIMUM WATER
CONTENT - %
PENETRATION
RESISTANCE - psi
D-VALUE - %
RELATIVE
COMPACTION - %
SMALLER THAN
0.005 mm
0.005 to0.074 mm
*TPR
22B
-14-22
31.9
49.8 0.4
0.0 0.0
24.1 10.8
105.5
7.0 2.57
2.67 117.2
14.4
90.0
*TPR
22B
-14-23
9.2
76.6 0.9
0.0 0.0
105.2 3.8
2.50 2.67
115.0 13.3
91.5
*TPR
22B
-14-24
91.1 1.3
0.0 0.0
101.8 1.0
2.39 2.65
111.6
91.2
*TPR
22B
-14-26
7.7
87.3 0.0
0.0 0.0
95.4 1.6
2.62
107.5
88.7
*TPR
22B
-14-27
71.9 0.3
0.0 0.0
96.1 3.6
2.55 2.65
116.3 11.9
82.6
*TPR
22B
-14-28
88.7 0.1
0.0 0.0
99.7 0.6
2.40 2.66
114.1
87.4
*TPR
22B
-14-36
0.0
90.3 0.2
0.0 0.0
98.6 1.9
2.41 2.61
110.9
88.9
*TPR
22B
-14-38 6.0 s (C L-M
L) 16.7
36.1 46.6
0.6 0.0
0.0 21.4
4.9
98.0 4.5
2.44 2.69
117.7 12.3
83.3
*TPR
22B
-14-39 6.0
(C L)s
39.9 44.3
15.7 0.1
0.0 0.0
41.0 21.5
11.5 83.7
14.3 2.37
2.73 105.6
19.8
79.3
*TPR
22B
-14-40
8.6
73.2 0.3
0.0 0.0
94.1 2.7
2.22 2.64
118.5 10.7
79.4
*TPR
22B
-14-42
69.8 0.0
0.0 0.0
93.8 3.6
2.64
113.6 13.6
82.6
*TPR
22B
-14-43
1.3
86.9 6.2
0.0 0.0
103.4 2.0
2.45 2.65
116.9
88.5
*TPR
22B
-14-44 6.0
SP
3.0
1.7 95.3
0.0 0.0
0.0
100.2
4.0
2.63 106.4
94.2
TPR
22B
-14-123 2.0
(C L)s
68.9 15.2
15.9 0.0
0.0 0.0
45.2 27.5
8.8
10.9
2.69
*TPR
22B
-14-123
12.6
74.1 0.0
0.0 0.0
97.3 3.6
2.68
116.2 11.5
83.7
*TPR
22B
-14-124 6.0
66.6
0.0 0.0
0.0 20.1
4.8
96.8 5.2
2.64
118.5 11.6
81.7
*TPR
22B
-14-126
82.3 6.0
0.0 0.0
104.2 2.7
2.43 2.65
113.1
92.1
* D enotes In-place density and 5-point curve
M A
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R C
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N
SIST
E N
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S
IN
-PL
A
N
M
PA
C
T
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N T
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CLASSIFICATION
SYMBOL
FIN
ES
SAND #200 (.074mm) to #4 (4.76mm)
GRAVEL #4 (4.76mm) to 3" (76.2mm)
COBBLES 3" (76.2mm) to 5" (127mm)
OVERSIZE Larger than 5" (127mm)
LIQUID LIMIT - %
PLASTICITY INDEX - %
SHRINKAGE LIMIT - %
DRY DENSITY - PCF
FILL WATER
CONTENT -%
SPECIFIC GRAVITY
PLUS NO. 4
SPECIFIC GRAVITY
MINUS NO.4
MAXIMUM DRY
DENSITY - pcf
OPTIMUM WATER
CONTENT - %
PENETRATION
0.005 to 0.074 mm
% Relative Compaction
TPR
22-46
6.0
SP
2.0 1.9
94.4 1.7
N
P
107.0 1.1
2.47 2.65
108.4
98.7
TPR
22-47
87.8
0.2
N P
102.9
1.9 2.39
2.63 111.9
11.3
92.0
TPR
22-48
82.6
0.1
N P
100.3
4.0 2.44
2.61 114.7
10.0
87.4
TPR
22-51
91.1
N P
98.1
2.0
2.65 102.9
14.0
95.3
TPR
22-51
92.4
N P
1.2
2.63
22-52B
21.9
67.5
N
P
99.1 3.8
2.66
112.6 12.0
88.0
22-54B
70.8 0.9
N
P
110.1 3.6
2.56 2.66
118.9 11.4
92.6
TPR
22-62
10.7 80.4
N P
98.7
3.0
2.61 111.5
13.3
88.5
TPR
22-75
91.9
N P
104.5
2.8
2.63 102.2
9.4
102.3
22-79B
L-M
L 18.9
59.4 21.7
24.8
6.6
94.7 5.9
2.66
112.5 13.8
84.2
TPR
22-114
6.0 s(C
L) 19.2
50.4 30.4
26.9
8.9
89.5 6.0
2.63
113.0 13.8
79.2
TPR
22-115
6.0 s(C
L) 20.1
30.6 49.3
24.4
7.1
97.7 5.6
2.62
114.4 13.0
85.4
TPR
22-116
6.0 M
L 18.1
32.6 49.3
22.9
3.8
94.8 5.6
2.66
111.9 14.5
84.7
TPR
22-118P
6.0 M
L 15.4
35.0 49.6
N P
99.0
5.0
2.65 107.7
15.0
91.9
TPR
22-119P
6.0 s(C
L) 24.6
39.8 35.6
25.9
11.8
89.5 6.6
2.65
115.8 13.6
77.3
TPR
22-120P
16.1
15.9 66.2
1.8
19.7
2.4
94.4 4.1
2.28 2.64
117.6 11.5
80.3
M A
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SIC
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PR
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S T E
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SU
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P R
O
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C T
: N A
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JO
G
A L
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P W A
T E
R
SU
PPL
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PR
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C
T
FE
A T
U R
E : R
E A
C
TE: N
um bers in parentheses are m etric equivalents of num bers directly above.
*D enotes In-place density and 5-point curve.
ID
E
N T
IFIC
A
T
T
IC
L E
SIZE
FR
A C
T
IO
N S
IN
PE
R C
E
N
SIST
E N
IT
S
IN
-PL
A
N
M
PA
C
T
IO
N T
E
ST
S
TEST PIT NUMBER
DEPTH – feet
CLASSIFICATION
SYMBOL
FIN
ES
SAND #200 (.074mm) to #4 (4.76mm)
GRAVEL #4 (4.76mm) to 3" (76.2mm)
COBBLES 3" (76.2mm) to 5" (127mm)
OVERSIZE Larger than 5" (127mm)
LIQUID LIMIT - %
PLASTICITY INDEX - %
SHRINKAGE LIMIT - %
DRY DENSITY - PCF
FILL WATER
CONTENT -%
SPECIFIC GRAVITY
PLUS NO. 4
SPECIFIC GRAVITY
MINUS NO.4
MAXIMUM DRY
DENSITY - pcf
OPTIMUM WATER
CONTENT - %
PENETRATION
RESISTANCE psi
D-Value %
SMALLER THAN
0.005 mm
0.005 to 0.074 mm
TPR
22B
-14-127
79.3 0.9
108.3 3.4
2.33 2.68
119.2 11.7
90.9
TPR
22B
-14-128
88.4
97.9 2.4
2.64
107.5 14.0
91.1
TPR
22B
-14-130
94.8
99.5 1.6
2.62
101.1 16.0
98.4
TPR
22B
-14-131
82.8
100.7 3.0
2.67
110.3 13.4
91.3
TPR
22B
-14-132
11.2
80.8
96.2 3.0
2.64
113.8 11.8
84.5
TPR
22B
-14-134
26.7 12.3
61.0
25.0 9.7
108.1
6.5
2.66 115.7
12.8
93.4
TPR
22B
-14-135
21.7
60.8 0.1
93.0 4.1
2.55 2.63
118.5 11.5
78.5
TPR
22B
-14-136
85.5
97.7 2.4
2.64
107.1 13.1
91.2
TPR
22B
-14-138
90.9
100.7 2.4
2.65
107.2 12.0
93.9
| G1_103-D-347 |
| G2_40-D-7022 |
| G3_40-D-7023 |
| G4_1695-529-935 |
| G5_1695-529-936 |
| G6_1695-529-937 |
| G7_1695-529-938 |
| G8_1695-529-942 |
| G9_1695-529-943 |
| G10_1695-529-944 |
| G11_1695-529-945 |
| G12_1695-529-946 |
| G13_DHR21-14-G |
| G14_DHR22-25 |
| G15_DHR22-29 |
| G16_DHR22-33 |
| G17_DHR22-53 |
| G18_DHR22-57_Sht1of2 |
| G19_DHR22-57_Sht2of2 |
| G20_DHR22-61 |
| G21_DHR22-65 |
| G22_DHR22-69 |
| G23_DHR22-74 |
| G24_DHR22-78 |
| G25_DHR22AC1-15-1 |
| G26_DHR22AC2-15-1 |
| G27_DHR22B-14-25 |
| G28_DHR22B-14-33B |
| G29_DHR22B-14-41 |
| G30_DHR22B-14-50 |
| G31_DHR22B-14-121 |
| G32_DHR22B-14-125 |
| G33_DHR22FBT-14-1 |
| G34_DHR22PP1-15-1_Sht1of2 |
| G35_DHR22PP1-15-1_Sht2of2 |
| G36_DHR22PP2-14-1 |
| G37_DHR22PP2-15-2 |
| G38_DHR22RT1A-15-1_Sht1of2 |
| G39_DHR22RT1A-15-1_Sht2of2 |
| G40_DHR22RT1B-15-1 |
| G41_DHR22RT2-15-2 |
| G42_DHR22RT2-15-3_Sht1of2 |
| G43_DHR22RT2-15-3_Sht2of2 |
| G44_DHR22RT2-15-4_Sht1of2 |
| G45_DHR22RT2-15-4_Sht2of2 |
| G46_DHRT2-1_Sht1of2 |
| G47_DHRT2-1_Sht2of2 |
| G48_DHRT2-2_Sht1of2 |
| G49_DHRT2-2_Sht2of2 |
| G50_TPR22-52 |
| G51_TPR22-54 |
| G52_TPR22-55 |
| G53_TPR22-56 |
| G54_TPR22-58 |
| G55_TPR22-59 |
| G56_TPR22-60 |
| G57_TPR22-63 |
| G58_TPR22-64 |
| G59_TPR22-66 |
| G60_TPR22-67_Sht1of2 |
| G61_TPR22-67_Sht2of2 |
| G62_TPR22-68_Sht1of2 |
| G63_TPR22-68_Sht2of2 |
| G64_TPR22-70_Sht1of2 |
| G65_TPR22-70_Sht2of2 |
| G66_TPR22-71 |
| G67_TPR22-72 |
| G68_TPR22-73 |
| G69_TPR22-76 |
| G70_TPR22-77_Sht1of2 |
| G71_TPR22-77_Sht2of2 |
| G72_TPR22-79 |
| G73_TPR22-80 |
| G74_TPR22B-14-22 |
| G75_TPR22B-14-23 |
| G76_TPR22B-14-24 |
| G77_TPR22B-14-26 |
| G78_TPR22B-14-27 |
| G79_TPR22B-14-28 |
| G80_TPR22B-14-30 |
| G81_TPR22B-14-31 |
| G82_TPR22B-14-32 |
| G83_TPR22B-14-34 |
| G84_TPR22B-14-36 |
| G85_TPR22B-14-38_Sht1of2 |
| G86_TPR22B-14-38_Sht2of2 |
| G87_TPR22B-14-39 |
| G88_TPR22B-14-40 |
| G89_TPR22B-14-42 |
| G90_TPR22B-14-43 |
| G91_TRP22B-14-44 |
| G92_TPR22B-14-46 |
| G93_TPR22B-14-47 |
| G94_TPR22B-14-48 |
| G95_TPR22B-14-50 |
| G96_TPR22B-14-51_Sht1of2 |
| G97_TPR22B-14-52_Sht2of2 |
| G98_TPR22B-14-52B |
| G99_TPR22B-14-54B |
| G100_TPR22B-14-62_Sht1of2 |
| G101_TPR22B-14-62_Sht2of2 |
| G102_TPR22B-14-75_Sht1of2 |
| G103_TPR22B-14-75_Sht2of2 |
| G104_TPR22B-14-79B |
| G105_TPR22B-14-114 |
| G106_TPR22B-14-115 |
| G107_TPR22B-14-116_Sht1of2 |
| G108_TPR22B-14-116_Sht2of2 |
| G109_TPR22B-14-118 |
| G110_TPR22B-14-119 |
| G111_TPR22B-14-120 |
| G112_TPR22B-14-123 |
| G113_TPR22B-14-124 |
| G114_TPR22B-14-126 |
| G115_TPR22B-14-127 |
| G116_TPR22FBT-14-1 |
| G117_TPR22FBT-14-2 |
| G118_TPR22FBT-14-3 |
| G119_TPR22PP2-14-1 |
| G120_TPR22PP2-14-2 |
| G121_TPRT2-1 |
| G122_TPRT2-2 |
| G123_CPT22B-14-6_Color |
| G124_CPT22B-14-7_Color |
| G125_CPT22B-14-8_Color |
| G126_CPT22B-14-9_Color |
| G127_CPT22B-14-10_Color |
| G128_CPT22B-14-11_Color |
| G129_CPT22B-14-12_Color |
| G130_CPT22B-14-13_Color |
| G131_CPT22B-14-14_Color |
| G132_CPT22B-14-15_Color |
| G133_CPT22B-14-16_Color |
| G134_CPT22B-14-17_Color |
| G135_CPT22B-14-18_Color |
| G136_CPT22B-14-19_Color |
| G137_CPT22B-14-20_Color |
| G138_CPT22B-14-21_Color |
| G139_CPT22B-14-22_Color |
| G140_CPT22B-14-24_Color |
| G141_CPT22B-14-25_Color |
| G142_CPT22B-14-37_Color |
| G143_DHR21-14-G |
| G144_DHR22-25,-29,-33 |
| G145_DHR22-13-5,-53,-96 |
| G146_DHR22-57 |
| G147_DHR22-61 |
| G148_DHR22-65 |
| G149_DHR22-69 |
| G150_DHR22-74 |
| G151_DHR22-78 |
| G152_DHR22AC1-15-1 |
| G153_DHR22AC2-15-1 |
| G154_DHR22B-14-25 |
| G155_DHR22B-14-33 |
| G156_DHR22B-14-41 |
| G157_DHR22B-14-50 |
| G158_DHR22B-14-121 |
| G159_DHR22B-14-125 |
| G160_DHR22PP1-15-1 |
| G161_DHR22PP2-14-1 |
| G162_DHR22PP2-15-2 |
| G163_DHR22RT1A-15-1 |
| G164_DHR22RT1B-15-1 |
| G165_DHR22RT2-15-2 |
| G166_DHR22RT2-15-3 |
| G167_DHR22RT2-15-4 |
| G168_DHRT2-1 |
| G169_TPR22-52,-54,-55,-56,-87,-88,-89 |
| G170_TPR22-58,-59,-63,-64,-66,-67,-68,-70,-71 |
| G171_TPR22-72,-73,-76,-77,-79,-80,-81,-83 |
| G172_TPR22B-14-22,-23,-24,-26,-27,-28,-36,-38,-39,-40,-42,-43,-44,-123,-124,-126 |
| G173_TPR22-46,-47,-48,-51,-52B,-54B,-62,-75,-79B,-114,-115,-116,-118P,-119P,-120P |
| G174_TPR22B-14-127,-128,-130,-131,-132,-134,-135,-136,-138 |
| 103-D-347 ShtNo: G1 |
| 40-D-7022 ShtNo: G2 |
| 40-D-7023 ShtNo: G3 |
| 1695-529-935 ShtNo: G4 |
| 1695-529-936 ShtNo: G5 |
| 1695-529-937 ShtNo: G6 |
| 1695-529-938 ShtNo: G7 |
| 1695-529-942 ShtNo: G8 |
| 1695-529-943 ShtNo: G9 |
| 1695-529-944 ShtNo: G10 |
| 1695-529-945 ShtNo: G11 |
| 1695-529-946 ShtNo: G12 |
| G19: G19 |
| G20: G20 |
| G21: G21 |
| G22: G22 |
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| G74: G74 |
| G75: G75 |
| in in in: |
| 7 SANDSTONE: |
| 68 to 100 ft SANDSTONE Fine to medium grain sandstone Light brown to dark brown orange and white Very soft H7 and intensely weathered W7 Hard to excavate and recovered in 2 x 3 x 6 inch chunks Because of the soft nature of the sandstone it may be classified as POORLY GRADED SAND WITH SILT that is strongly cemented using the Unified Soil Classification System Weak reaction with HCI GEOLOGIC INTERPRETATION Tertiary Nacimiento Formation Tn: |
| TO REFUSAL ON BEDROCK: |
| G76: G76 |
| G77: G77 |
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| G154: G154 |
| G155: G155 |
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| G159: G159 |
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| G164: G164 |
| G165: G165 |
| G166: G166 |
| G167: G167 |
| G168: G168 |
| G169: G169 |
| G170: G170 |
| G171: G171 |
| G172: G172 |
| G173: G173 |
| G174: G174 |
File details come from the government source that posted it. Updated .