Technical_Exhibit_B_-_Drawings_(Pages_1-10).pdf
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FORT HOOD, TEXAS
ADMINISTRATION BUILDING A
NORTH FORT HOOD
PN: NH105348P
FO
R
T H O
O D
, TEXAS US ARMY CORPS
OF ENGINEERS
FORT WORTH DISTRICT
DATED: APRIL 2019
THIS PROJECT WAS DESIGNED BY THE FORT WORT DISTRICT OF THE U.S. ARMY CORPS OF ENGINEERS.
THE INITIALS OR SIGNATURES AND REGISTRATION DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE SCOPE OF THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.
MARK L. BLACK, P.E.
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CD100 DEMOLITION PLAN
CS100 SITE LAYOUT PLAN
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CG102 GRADING AND STORM DRAIN PLAN II
CP100 PAVING PLAN
CU100 UTILITY PLAN
C-501 PAVING DETAILS
C-502 PAVING DETAILS II
C-503 FENCE DETAILS
C-504 GATE DETAILS
C-505 STORM DRAIN DETAILS
C-506 AMERICAN WATER SANITARY SEWER DETAIL
C-507 AMERICAN WATER TRENCH RESTORATION DETAIL
C-508 AMERICAN WATER - WATER DETAIL I
C-509 AMERICAN WATER - WATER DETAIL II
C-510 AMERICAN WATER - WATER DETAIL III
C-511 AMERICAN WATER - WATER DETAIL IV
C-512 AMERICAN WATE SANITARY SEWER DETAIL I
C-513 AMERICAN WATE SANITARY SEWER DETAIL II
C-514 AMERICAN WATE SANITARY SEWER DETAIL III
GENERAL
G-001 COVER SHEET
G-002 INDEX OF DRAWINGS
G-100 PROJECT LOCATION MAP
ARCHITECTURE
A-001 GENERAL NOTES, ABBREVIATIONS
A-101 FLOOR PLAN
A-102 FLOOR PLAN
A-131 REFLECTED CEILING PLAN
A-151 ROOF PLAN
A-201 EXTERIOR ELEVATIONS
A-202 EXTERIOR ELEVATIONS
A-301 BUILDING SECTIONS
A-311 WALL SECTIONS
A-401 ENLARGED PLANS
A-402 ENLARGED PLANS
A-403 ENLARGED ELEVATIONS
A-511 COLUMN DETAILS
A-521 ROOF DETAILS
A-531 UL DETAILS FIRE SAFING AND FIRE STOPPING
A-560 CEILING DETAILS
A-601 DOOR SCHEDULE AND DETAILS
A-602 LOUVER AND DOOR DETAILS
A-611 WINDOW SCHEDULE AND DETAILS
A-621 PARTITION TYPES
A-901 PERSPECTIVE VIEWS
FIRE ALARM
FA001 FIRE ALARM LEGEND
FA101 FIRE ALARM PLAN
FA501 FIRE ALARM DETAIL1
FA502 FIRE ALARM DETAIL 2
FA601 FIRE ALARM RISER DIAGRAM
FA602 FIRE ALARM MATRIX
LANDSCAPE
LP100 OVERALL TURFING PLAN
MECHANICAL
M-001 MECHANICAL LEGEND
MH101 HVAC PLAN
MH401 ENLARGED MECHANICAL ROOM HVAC PLAN
M-301 MECHANICAL ROOM SECTION VIEW
M-501 MECHANICAL DETAILS
M-502 MECHANICAL DETAILS
M-601 MECHANICAL SCHEDULES
M-901 MECHANICAL ROOM HVAC ISOMETRIC
MI001 CONTROLS LEGEND
MI002 POINTS LIST INSTRUCTIONS
MI301 TYPICAL AHU CONTROL SCHEMATIC
MI302 AHU POINTS SCHEDULE
MI303 DOMESTIC HOT WATER CONTROLS
MI304 DEDICATED SPLIT SYSTEM CONTROLS
MI305 EXHAUST FAN SYSTEM CONTROLS
PLUMBING
P-001 PLUMBING LEGEND
PL101 SANITARY WASTE AND VENT PLAN
PL401 ENLARGED SANITARY WASTE AND VENT PLAN
PP101 DOMESTIC HOT AND COLD WATER PLAN
PP401 ENLARGED DOMESTIC HOT AND COLD WATER PLAN
P-301 PLUMBING CHASE SECTION VIEW
P-501 PLUMBING DETAILS
P-502 PLUMBING DETAILS
P-601 PLUMBING SCHEDULES
P-901 DOMESTIC WATER ISOMETRIC
P-902 WASTE AND VENT ISOMETRIC
ELECTRICAL INTERIOR
E-001 ELECTRICAL LEGEND
EG101 LIGHTNING PROTECTION PLAN
EG501 GROUNDING DETAILS 1
EG502 GROUNDING DETAILS 2
EG503 GROUNDING DETAILS 3
EG504 GROUNDING DETAILS 4
EG601 GROUNDING RISER DIAGRAM
EL001 LIGHTING FIXTURE SCHEDULE & CONTROL SCHEDULE
EL101 LIGHTING PLAN
EL501 LIGHTING DETAILS 1
EL502 LIGHTING DETAILS 2
EL503 LIGHTING DETAILS 3
EP101 POWER PLAN
EP601 POWER RISER DIAGRAM
EP701 ELECTRICAL PANEL SCHEDULES
ET101 TELECOMMUNICATION PLAN
ET501 TELECOMMUNICATIONS DETAILS 1
ET502 TELECOMMUNICATION DETAILS 2
ET503 TELECOMMUNICATIONS DETAILS 3
ET601 TELECOMMUNICATIONS RISER DIAGRAM
EY101 SPECIAL SYSTEMS
EY501 SECURITY SYSTEM DETAILS 1
STRUCTURAL
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S-002 GENERAL STRUCTURAL NOTES II
S-003 GENERAL STRUCTURAL NOTES III
S-004 TYPICAL STRUCTURAL DETAILS I
S-005 TYPICAL STRUCTURAL DETAILS II
S-101 FOUNDATION PLAN I
S-301 FOUNDATION SECTIONS I
LIFE SAFETY
LS101 LIFE SAFETY PLAN
INTERIORS
I-101 FURNITURE FLOOR PLAN
I-601 INTERIOR FINISH SCHEDULE
I-602 SIGNAGE SCHEDULE
GEOTECHNICAL
B-101 SITE LOCATION
B-102 BORING LAYOUT
B-201 BORING LOGS
B-202 BORING LOGS
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ES001 ELECTRICAL LEGENDS
ED101 EXTERIOR TELECOMMUNICATIONS DEMOLITION PLAN
ES101 EXTERIOR TELECOMMUNICATIONS PLAN
ES501 UNDERGROUND DUCT DETAILS
ES502 EXTERIOR ELECTRICAL DETAILS
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PLOT DATE:
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FILE PATH:
1/15/2019 12:39:43 PM
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ACP 19
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TEXAS STATE MAP
35 37
LAREDO
CORPUS
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FORT WORTH DALLAS
FORT
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CITY
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MEXICO
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FORT HOOD AREA MAP
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HWY 36
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AutoCAD SHX Text
AutoCAD SHX Text 1500'
AutoCAD SHX Text 3000'
AutoCAD SHX Text
AREA OF INTEREST
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BORING COORDINATES
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BORE HOLE
AutoCAD SHX Text
NORTHING
AutoCAD SHX Text
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AutoCAD SHX Text 8A4C-5996
AutoCAD SHX Text 31.358682°
AutoCAD SHX Text -97.688672°
AutoCAD SHX Text 8A4C-5997
AutoCAD SHX Text 31.358813°
AutoCAD SHX Text -97.688445°
AutoCAD SHX Text 8A4C-5998
AutoCAD SHX Text 31.358955°
AutoCAD SHX Text -97.688650°
AutoCAD SHX Text 8A4C-5999
AutoCAD SHX Text 31.359123°
AutoCAD SHX Text -97.688547°
AutoCAD SHX Text 8A4C-6000
AutoCAD SHX Text 31.358992°
AutoCAD SHX Text -97.688931°
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 75'
AutoCAD SHX Text 125'
AutoCAD SHX Text 8A4C-5996
AutoCAD SHX Text 8A4C-5997
AutoCAD SHX Text 8A4C-5998
AutoCAD SHX Text 8A4C-5999
AutoCAD SHX Text
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DCP-2
AutoCAD SHX Text
DCP-3
AutoCAD SHX Text
DCP-4
AutoCAD SHX Text 8A4C-6000
AutoCAD SHX Text
DCP COORDINATES
AutoCAD SHX Text
DCP TEST
AutoCAD SHX Text
NORTHING
AutoCAD SHX Text
EASTING
AutoCAD SHX Text
DCP-1
AutoCAD SHX Text 31.359086°
AutoCAD SHX Text -97.689033°
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DCP-2
AutoCAD SHX Text 31.358987°
AutoCAD SHX Text -97.688953°
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DCP-3
AutoCAD SHX Text 31.358876°
AutoCAD SHX Text -97.688861°
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DCP-4
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C o n t r a c t
N o
S o l i c i t a t i o n
N o
U S
A
R M
Y
E
N G
I N
E E
R
C
O R
E
G I N
E E
R S
F O
R
S
T R
I C
T
T
A Y
L O
R
S
T
F O
R
T H
T
E X
A S
C h e c k e d b y
US Army Corps of
Engineers ®
A
R e v
M a r k
D e s c r i p t i o n
T r a c k i n g
N o
A c t i o n
D a t e
E N
G I N
E E
R I N
G
C O
N S
T R
U C
T I O
N
D
I V
I S
I O
N
E N
G I N
E E
R I N
G
B
R A
N C
H
2 3 4 5 6
7 8 9 10
B
C
D
E
F
G
Fort Worth District
B-201
F O
O
D
M I N
I S
T R
A T
I O
N
B
U I L
D I N
R
R
T
H
O O
D
P N
N
H P
B O
R I N
G
L
O G
S
N
A A
N
P
E
D A
V
O
U N
G
N
A A
N
P
E
L O
R E
E
B
A L
D I
P
E
C H
I E
F
G
E O
T E
C H
N I C
A
N C
H
A P
R
AutoCAD SHX Text 25.6
AutoCAD SHX Text K
AutoCAD SHX Text %%uSANDY LEAN CLAY (CLS)%%u - %%u30.0' to 40.0'%%u
AutoCAD SHX Text tan, mottled, medium stiff to 32', stiff from 32'
AutoCAD SHX Text to 34.5', fine sand (SP-SC) with clay observed
AutoCAD SHX Text from 34.5' to 35' and 39' to 40', some fine
AutoCAD SHX Text grained sand.
AutoCAD SHX Text PP = 0.75 tsf from %%u30' to 32'%%u
AutoCAD SHX Text PP = 1.5 tsf from %%u32' to 34.5'%%u (continued)
AutoCAD SHX Text %%u%%u - %%uend of boring at 40'.
AutoCAD SHX Text K
AutoCAD SHX Text 25.6
AutoCAD SHX Text %%uSANDY LEAN CLAY (CLS)%%u - %%u30.0' to 40.0'%%u
AutoCAD SHX Text tan, mottled, medium stiff to 32', stiff from 32'
AutoCAD SHX Text to 34.5', fine sand (SP-SC) with clay observed
AutoCAD SHX Text from 34.5' to 35' and 39' to 40', some fine
AutoCAD SHX Text grained sand.
AutoCAD SHX Text PP = 0.75 tsf from %%u30' to 32'%%u
AutoCAD SHX Text PP = 1.5 tsf from %%u32' to 34.5'%%u (continued)
AutoCAD SHX Text %%u%%u - %%uend of boring at 40'.
AutoCAD SHX Text
AutoCAD SHX Text %%uJar Samples%%u
AutoCAD SHX Text A: 1.5' to 2'
AutoCAD SHX Text B: 3.5' to 4'
AutoCAD SHX Text C: 6.5' to 7'
AutoCAD SHX Text D: 8' to 8.5'
AutoCAD SHX Text E: 12' to 12.5'
AutoCAD SHX Text F: 18' to 18.5'
AutoCAD SHX Text G: 22' to 22.5'
AutoCAD SHX Text H: 27.5' to 28'
AutoCAD SHX Text I: 32.5' to 33'
AutoCAD SHX Text J: 34.5' to 35'
AutoCAD SHX Text K: 37.5' to 38'
AutoCAD SHX Text %%uShelby Tube Samples%%u
AutoCAD SHX Text ST-1: 5' to 7'
AutoCAD SHX Text ST-2: 15' to 17'
AutoCAD SHX Text ST-3: 25' to 27'
AutoCAD SHX Text 25.2
AutoCAD SHX Text 26.7
AutoCAD SHX Text 24.0
AutoCAD SHX Text 21.1
AutoCAD SHX Text 14.8
AutoCAD SHX Text 15.0
AutoCAD SHX Text 15.9
AutoCAD SHX Text 16.9
AutoCAD SHX Text 16.8
AutoCAD SHX Text 19.0
AutoCAD SHX Text 19.1
AutoCAD SHX Text 18.1
AutoCAD SHX Text 15.5
AutoCAD SHX Text 500 psi;
AutoCAD SHX Text
22.38 sec
AutoCAD SHX Text 300-400
AutoCAD SHX Text psi;
AutoCAD SHX Text 12 min &
AutoCAD SHX Text 43 sec
AutoCAD SHX Text 500 psi;
AutoCAD SHX Text
36.5 sec
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text
ST-1
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text
ST-2
AutoCAD SHX Text F
AutoCAD SHX Text G
AutoCAD SHX Text
ST-3
AutoCAD SHX Text H
AutoCAD SHX Text I
AutoCAD SHX Text J
AutoCAD SHX Text %%uTOPSOIL%%u - %%u0.0' to 0.5'%%u
AutoCAD SHX Text %%uCLAYEY SAND (SC)%%u - %%u0.5' to 1.5'%%u
AutoCAD SHX Text brown, moist.
AutoCAD SHX Text %%uFAT CLAY WITH SAND (CH)%%u - %%u1.5' to 2.0'%%u
AutoCAD SHX Text dark brown, stiff, little to some fine grained
AutoCAD SHX Text sand.
AutoCAD SHX Text %%uFAT CLAY WITH SAND (CH)%%u - %%u2.0' to 5.0'%%u
AutoCAD SHX Text dark brown and gray, stiff to very stiff, few to
AutoCAD SHX Text little fine grained sand.
AutoCAD SHX Text PP = 1.5 to 2.25 tsf
AutoCAD SHX Text %%uFAT CLAY (CH)%%u - %%u5.0' to 7.5'%%u
AutoCAD SHX Text dark brown and brown, stiff to very stiff, few to
AutoCAD SHX Text little fine to medium grained sand.
AutoCAD SHX Text PP = 1.5 to 2.0 tsf
AutoCAD SHX Text %%uLEAN CLAY (CL)%%u - %%u7.5' to 15.0'%%u
AutoCAD SHX Text tan and gray, very stiff to 9', hard from 9' to
AutoCAD SHX Text 10', very stiff from 10' to 13', hard from 13' to
AutoCAD SHX Text 15', few to little medium to fine grained sand.
AutoCAD SHX Text PP = 2.0 to 3.5 tsf from %%u7.5' to 9.0'%%u
AutoCAD SHX Text PP > 4.5 tsf from %%u9' to 10'%%u
AutoCAD SHX Text %%uFAT CLAY (CH)%%u - %%u15.0' to 18.0'%%u
AutoCAD SHX Text tan and gray, hard, trace fine grained sand.
AutoCAD SHX Text PP > 4.5 tsf
AutoCAD SHX Text %%uLEAN CLAY (CL)%%u - %%u18.0' to 30.0'%%u
AutoCAD SHX Text tan and gray, very stiff to 25', stiff from 25' to
AutoCAD SHX Text 27.5', very stiff from 27.5' to 30', trace to few
AutoCAD SHX Text fine grained sand.
AutoCAD SHX Text PP = 2.5 to 3.5 tsf from %%u20' to 25'%%u
AutoCAD SHX Text PP = 1.5 tsf from %%u25' to 27.5'%%u
AutoCAD SHX Text PP = 2.5 to 3.5 tsf from %%u27.5' to 30'%%u
AutoCAD SHX Text %%uSANDY LEAN CLAY (CLS)%%u - %%u30.0' to 40.0'%%u
AutoCAD SHX Text tan, mottled, medium stiff to 32', stiff from 32'
AutoCAD SHX Text to 34.5', fine sand (SP-SC) with clay observed
AutoCAD SHX Text from 34.5' to 35' and 39' to 40', some fine
AutoCAD SHX Text grained sand.
AutoCAD SHX Text PP = 0.75 tsf from %%u30' to 32'%%u
AutoCAD SHX Text PP = 1.5 tsf from %%u32' to 34.5'%%u
AutoCAD SHX Text %%uJar Samples%%u
AutoCAD SHX Text A: 1.5' to 2'
AutoCAD SHX Text B: 3.5' to 4'
AutoCAD SHX Text C: 6.5' to 7'
AutoCAD SHX Text D: 8' to 8.5'
AutoCAD SHX Text E: 12' to 12.5'
AutoCAD SHX Text F: 18' to 18.5'
AutoCAD SHX Text G: 22' to 22.5'
AutoCAD SHX Text H: 27.5' to 28'
AutoCAD SHX Text I: 32.5' to 33'
AutoCAD SHX Text J: 34.5' to 35'
AutoCAD SHX Text K: 37.5' to 38'
AutoCAD SHX Text %%uShelby Tube Samples%%u
AutoCAD SHX Text ST-1: 5' to 7'
AutoCAD SHX Text ST-2: 15' to 17'
AutoCAD SHX Text ST-3: 25' to 27'
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text
ST-1
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text
ST-2
AutoCAD SHX Text F
AutoCAD SHX Text G
AutoCAD SHX Text
ST-3
AutoCAD SHX Text H
AutoCAD SHX Text I
AutoCAD SHX Text J
AutoCAD SHX Text 500 psi;
AutoCAD SHX Text
22.38 sec
AutoCAD SHX Text 300-400
AutoCAD SHX Text psi;
AutoCAD SHX Text 12 min &
AutoCAD SHX Text 43 sec
AutoCAD SHX Text 500 psi;
AutoCAD SHX Text
36.5 sec
AutoCAD SHX Text 25.2
AutoCAD SHX Text 26.7
AutoCAD SHX Text 24.0
AutoCAD SHX Text 21.1
AutoCAD SHX Text 14.8
AutoCAD SHX Text 15.0
AutoCAD SHX Text 15.9
AutoCAD SHX Text 16.9
AutoCAD SHX Text 16.8
AutoCAD SHX Text 19.0
AutoCAD SHX Text 19.1
AutoCAD SHX Text 18.1
AutoCAD SHX Text 15.5
AutoCAD SHX Text %%uTOPSOIL%%u - %%u0.0' to 0.5'%%u
AutoCAD SHX Text %%uCLAYEY SAND (SC)%%u - %%u0.5' to 1.5'%%u
AutoCAD SHX Text brown, moist.
AutoCAD SHX Text %%uFAT CLAY WITH SAND (CH)%%u - %%u1.5' to 2.0'%%u
AutoCAD SHX Text dark brown, stiff, little to some fine grained
AutoCAD SHX Text sand.
AutoCAD SHX Text %%uFAT CLAY WITH SAND (CH)%%u - %%u2.0' to 5.0'%%u
AutoCAD SHX Text dark brown and gray, stiff to very stiff, few to
AutoCAD SHX Text little fine grained sand.
AutoCAD SHX Text PP = 1.5 to 2.25 tsf
AutoCAD SHX Text %%uFAT CLAY (CH)%%u - %%u5.0' to 7.5'%%u
AutoCAD SHX Text dark brown and brown, stiff to very stiff, few to
AutoCAD SHX Text little fine to medium grained sand.
AutoCAD SHX Text PP = 1.5 to 2.0 tsf
AutoCAD SHX Text %%uLEAN CLAY (CL)%%u - %%u7.5' to 15.0'%%u
AutoCAD SHX Text tan and gray, very stiff to 9', hard from 9' to
AutoCAD SHX Text 10', very stiff from 10' to 13', hard from 13' to
AutoCAD SHX Text 15', few to little medium to fine grained sand.
AutoCAD SHX Text PP = 2.0 to 3.5 tsf from %%u7.5' to 9.0'%%u
AutoCAD SHX Text PP > 4.5 tsf from %%u9' to 10'%%u
AutoCAD SHX Text %%uFAT CLAY (CH)%%u - %%u15.0' to 18.0'%%u
AutoCAD SHX Text tan and gray, hard, trace fine grained sand.
AutoCAD SHX Text PP > 4.5 tsf
AutoCAD SHX Text %%uLEAN CLAY (CL)%%u - %%u18.0' to 30.0'%%u
AutoCAD SHX Text tan and gray, very stiff to 25', stiff from 25' to
AutoCAD SHX Text 27.5', very stiff from 27.5' to 30', trace to few
AutoCAD SHX Text fine grained sand.
AutoCAD SHX Text PP = 2.5 to 3.5 tsf from %%u20' to 25'%%u
AutoCAD SHX Text PP = 1.5 tsf from %%u25' to 27.5'%%u
AutoCAD SHX Text PP = 2.5 to 3.5 tsf from %%u27.5' to 30'%%u
AutoCAD SHX Text %%uSANDY LEAN CLAY (CLS)%%u - %%u30.0' to 40.0'%%u
AutoCAD SHX Text tan, mottled, medium stiff to 32', stiff from 32'
AutoCAD SHX Text to 34.5', fine sand (SP-SC) with clay observed
AutoCAD SHX Text from 34.5' to 35' and 39' to 40', some fine
AutoCAD SHX Text grained sand.
AutoCAD SHX Text PP = 0.75 tsf from %%u30' to 32'%%u
AutoCAD SHX Text PP = 1.5 tsf from %%u32' to 34.5'%%u
AutoCAD SHX Text a
AutoCAD SHX Text f
AutoCAD SHX Text c
AutoCAD SHX Text e
AutoCAD SHX Text b
AutoCAD SHX Text g
AutoCAD SHX Text d
AutoCAD SHX Text
REMARKS
AutoCAD SHX Text (Drilling time, water loss, depth
AutoCAD SHX Text weathering, etc., if significant)
AutoCAD SHX Text
BOX OR
AutoCAD SHX Text
SAMPLE
AutoCAD SHX Text
NO.
AutoCAD SHX Text
LEGEND
AutoCAD SHX Text
% CORE
AutoCAD SHX Text
RECOV-
AutoCAD SHX Text
ERY
AutoCAD SHX Text
CLASSIFICATION OF MATERIALS
AutoCAD SHX Text (Description)
AutoCAD SHX Text
DEPTH
AutoCAD SHX Text
% MOISTURE
AutoCAD SHX Text
CONTENT
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
PROJECT
AutoCAD SHX Text
HOLE NO.
AutoCAD SHX Text NFH Admin Buildings
AutoCAD SHX Text 8A4C-5996
AutoCAD SHX Text
PREVIOUS EDITIONS ARE OBSOLETE.
AutoCAD SHX Text
AutoCAD SHX Text
MAR 71
AutoCAD SHX Text
ENG FORM
AutoCAD SHX Text Faisal Ahmed
AutoCAD SHX Text
7. THICKNESS OF OVERBURDEN
AutoCAD SHX Text
8. DEPTH DRILLED INTO ROCK
AutoCAD SHX Text
9. TOTAL DEPTH OF HOLE
AutoCAD SHX Text
17. ELEVATION TOP OF HOLE
AutoCAD SHX Text
15. ELEVATION GROUND WATER
AutoCAD SHX Text
SHEETS
AutoCAD SHX Text
STARTED
AutoCAD SHX Text
COMPLETED
AutoCAD SHX Text Hole No. 8A4C-5996
AutoCAD SHX Text
SWF
AutoCAD SHX Text
11. DATUM FOR ELEVATION SHOWN (TBM or MSL)
AutoCAD SHX Text
DISTURBED
AutoCAD SHX Text
1. PROJECT
AutoCAD SHX Text 4-1/4"x8" HSA + IBS
AutoCAD SHX Text
AutoCAD SHX Text
SWD
AutoCAD SHX Text
INSTALLATION
AutoCAD SHX Text
SHEET
AutoCAD SHX Text D. Spencer
AutoCAD SHX Text
10. SIZE AND TYPE OF BIT
AutoCAD SHX Text
14. TOTAL NUMBER CORE BOXES
AutoCAD SHX Text
16. DATE HOLE
AutoCAD SHX Text
DIVISION
AutoCAD SHX Text 12/28/2018
AutoCAD SHX Text
AutoCAD SHX Text
12. MANUFACTURER'S DESIGNATION OF DRILL
AutoCAD SHX Text
OF
AutoCAD SHX Text 8A4C-5996
AutoCAD SHX Text N/A
AutoCAD SHX Text
19. GEOLOGIST
AutoCAD SHX Text Fort Hood, TX
AutoCAD SHX Text
2. LOCATION (Coordinates or Station)
AutoCAD SHX Text
USACE
AutoCAD SHX Text
UNDISTURBED
AutoCAD SHX Text
13. TOTAL NO. OF OVERBURDEN
AutoCAD SHX Text
SAMPLES TAKEN
AutoCAD SHX Text
18. TOTAL CORE RECOVERY FOR BORING
AutoCAD SHX Text
GP-1300C
AutoCAD SHX Text
VERTICAL
AutoCAD SHX Text
INCLINED
AutoCAD SHX Text NFH Admin Buildings
AutoCAD SHX Text 12/29/2018
AutoCAD SHX Text
AutoCAD SHX Text
DRILLING LOG
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
3. DRILLING AGENCY
AutoCAD SHX Text
5. NAME OF DRILLER
AutoCAD SHX Text
6. DIRECTION OF HOLE
AutoCAD SHX Text
AutoCAD SHX Text
DEG. FROM VERT.
AutoCAD SHX Text
4. HOLE NO. (As shown on drawing title and
AutoCAD SHX Text file number)
AutoCAD SHX Text 20.5' (12/29)
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 40.0'
AutoCAD SHX Text %%uJar Samples%%u
AutoCAD SHX Text A: 3' to 3.5'
AutoCAD SHX Text B: 6' to 6.5'
AutoCAD SHX Text C: 13' to 13.5'
AutoCAD SHX Text D: 18' to 18.5'
AutoCAD SHX Text E: 23' to 23.5'
AutoCAD SHX Text F: 26.5' to 27'
AutoCAD SHX Text G: 33' to 33.5'
AutoCAD SHX Text H: 36.5' to 37'
AutoCAD SHX Text %%uShelby Tube Samples%%u
AutoCAD SHX Text ST-1: 10' to 12'
AutoCAD SHX Text ST-2: 30' to 32'
AutoCAD SHX Text ST-3: 35' to 37'
AutoCAD SHX Text %%uSplit-Spoon Samples%%u
AutoCAD SHX Text SPT-1: 40' to 42'
AutoCAD SHX Text SPT-2: 45' to 45.8'
AutoCAD SHX Text SPT-3: 50' to 52'
AutoCAD SHX Text 25.9
AutoCAD SHX Text 15.4
AutoCAD SHX Text 15.3
AutoCAD SHX Text 16.2
AutoCAD SHX Text 18.1
AutoCAD SHX Text 15.8
AutoCAD SHX Text 22.3
AutoCAD SHX Text 16.0
AutoCAD SHX Text 19.6
AutoCAD SHX Text 700 psi;
AutoCAD SHX Text 28 min &
AutoCAD SHX Text 50 sec
AutoCAD SHX Text 700 psi;
AutoCAD SHX Text 10 min &
AutoCAD SHX Text 2 sec
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text
ST-1
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text F
AutoCAD SHX Text
ST-2
AutoCAD SHX Text G
AutoCAD SHX Text %%uTOPSOIL%%u - %%u0.0' to 0.5'%%u
AutoCAD SHX Text %%uFAT CLAY%%u - %%u0.5' to 5.0'%%u
AutoCAD SHX Text dark brown, very stiff to from 0.5' to 3', hard
AutoCAD SHX Text from 3' to 5', few to little fine grained sand.
AutoCAD SHX Text PP = 2.25 to 2.5 tsf from %%u0.5' to 3.'%%u.
AutoCAD SHX Text PP = 4 to >4.5 tsf from %%u3' to 5'%%u.
AutoCAD SHX Text %%uFAT CLAY WITH SAND (CH)%%u - %%u5.0' to 10.0'%%u
AutoCAD SHX Text gray, medium stiff to stiff from 5' to 6', very
AutoCAD SHX Text stiff to hard from 6' to 10', little fine grained
AutoCAD SHX Text sand, fissured from 5.5' to 9'.
AutoCAD SHX Text PP = 0.75 to 1.25 tsf from %%u5' to 6'%%u
AutoCAD SHX Text PP = 2.5 tsf from %%u6' to 8'%%u
AutoCAD SHX Text PP > 4.5 tsf from %%u8' to 10'%%u
AutoCAD SHX Text %%uLEAN CLAY (CL)%%u - %%u10.0' to 35.0'%%u
AutoCAD SHX Text tan and gray, very stiff to hard from 10' to 15'
AutoCAD SHX Text and fissured, very stiff from 19' to 20', very
AutoCAD SHX Text stiff to hard from 20' to 25', medium stiff from
AutoCAD SHX Text 25' to 27.5', stiff from 27.5' to 30', very stiff
AutoCAD SHX Text from 30' to 32.5', medium stiff from 32.5' to
AutoCAD SHX Text 34', stiff from 34' to 35', few to little fine
AutoCAD SHX Text grained sand.
AutoCAD SHX Text PP = 2.5 to >4.5 tsf from %%u10' to 15'%%u
AutoCAD SHX Text PP = 2.5 to 4 tsf from %%u19' to 20'%%u
AutoCAD SHX Text PP = 2.5 to >4.5 tsf from %%u20' to 25'%%u
AutoCAD SHX Text PP = 0.75 to 1 tsf from %%u25' to 27.5'%%u
AutoCAD SHX Text PP = 1.5 tsf from %%u27.5' to 30'%%u
AutoCAD SHX Text PP = 2 tsf from %%u30' to 32.5'%%u
AutoCAD SHX Text PP = 0.75 tsf from %%u32.5' to 34'%%u
AutoCAD SHX Text PP = 1.5 tsf from %%u34' to 35'%%u
AutoCAD SHX Text %%uJar Samples%%u
AutoCAD SHX Text A: 3' to 3.5'
AutoCAD SHX Text B: 6' to 6.5'
AutoCAD SHX Text C: 13' to 13.5'
AutoCAD SHX Text D: 18' to 18.5'
AutoCAD SHX Text E: 23' to 23.5'
AutoCAD SHX Text F: 26.5' to 27'
AutoCAD SHX Text G: 33' to 33.5'
AutoCAD SHX Text H: 36.5' to 37'
AutoCAD SHX Text %%uShelby Tube Samples%%u
AutoCAD SHX Text ST-1: 10' to 12'
AutoCAD SHX Text ST-2: 30' to 32'
AutoCAD SHX Text ST-3: 35' to 37'
AutoCAD SHX Text %%uSplit-Spoon Samples%%u
AutoCAD SHX Text SPT-1: 40' to 42'
AutoCAD SHX Text SPT-2: 45' to 45.8'
AutoCAD SHX Text SPT-3: 50' to 52'
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text
ST-1
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text F
AutoCAD SHX Text
ST-2
AutoCAD SHX Text G
AutoCAD SHX Text 700 psi;
AutoCAD SHX Text 28 min &
AutoCAD SHX Text 50 sec
AutoCAD SHX Text 700 psi;
AutoCAD SHX Text 10 min &
AutoCAD SHX Text 2 sec
AutoCAD SHX Text 25.9
AutoCAD SHX Text 15.4
AutoCAD SHX Text 15.3
AutoCAD SHX Text 16.2
AutoCAD SHX Text 18.1
AutoCAD SHX Text 15.8
AutoCAD SHX Text 22.3
AutoCAD SHX Text 16.0
AutoCAD SHX Text 19.6
AutoCAD SHX Text %%uTOPSOIL%%u - %%u0.0' to 0.5'%%u
AutoCAD SHX Text %%uFAT CLAY%%u - %%u0.5' to 5.0'%%u
AutoCAD SHX Text dark brown, very stiff to from 0.5' to 3', hard
AutoCAD SHX Text from 3' to 5', few to little fine grained sand.
AutoCAD SHX Text PP = 2.25 to 2.5 tsf from %%u0.5' to 3.'%%u.
AutoCAD SHX Text PP = 4 to >4.5 tsf from %%u3' to 5'%%u.
AutoCAD SHX Text %%uFAT CLAY WITH SAND (CH)%%u - %%u5.0' to 10.0'%%u
AutoCAD SHX Text gray, medium stiff to stiff from 5' to 6', very
AutoCAD SHX Text stiff to hard from 6' to 10', little fine grained
AutoCAD SHX Text sand, fissured from 5.5' to 9'.
AutoCAD SHX Text PP = 0.75 to 1.25 tsf from %%u5' to 6'%%u
AutoCAD SHX Text PP = 2.5 tsf from %%u6' to 8'%%u
AutoCAD SHX Text PP > 4.5 tsf from %%u8' to 10'%%u
AutoCAD SHX Text %%uLEAN CLAY (CL)%%u - %%u10.0' to 35.0'%%u
AutoCAD SHX Text tan and gray, very stiff to hard from 10' to 15'
AutoCAD SHX Text and fissured, very stiff from 19' to 20', very
AutoCAD SHX Text stiff to hard from 20' to 25', medium stiff from
AutoCAD SHX Text 25' to 27.5', stiff from 27.5' to 30', very stiff
AutoCAD SHX Text from 30' to 32.5', medium stiff from 32.5' to
AutoCAD SHX Text 34', stiff from 34' to 35', few to little fine
AutoCAD SHX Text grained sand.
AutoCAD SHX Text PP = 2.5 to >4.5 tsf from %%u10' to 15'%%u
AutoCAD SHX Text PP = 2.5 to 4 tsf from %%u19' to 20'%%u
AutoCAD SHX Text PP = 2.5 to >4.5 tsf from %%u20' to 25'%%u
AutoCAD SHX Text PP = 0.75 to 1 tsf from %%u25' to 27.5'%%u
AutoCAD SHX Text PP = 1.5 tsf from %%u27.5' to 30'%%u
AutoCAD SHX Text PP = 2 tsf from %%u30' to 32.5'%%u
AutoCAD SHX Text PP = 0.75 tsf from %%u32.5' to 34'%%u
AutoCAD SHX Text PP = 1.5 tsf from %%u34' to 35'%%u
AutoCAD SHX Text a
AutoCAD SHX Text f
AutoCAD SHX Text c
AutoCAD SHX Text e
AutoCAD SHX Text b
AutoCAD SHX Text g
AutoCAD SHX Text d
AutoCAD SHX Text
REMARKS
AutoCAD SHX Text (Drilling time, water loss, depth
AutoCAD SHX Text weathering, etc., if significant)
AutoCAD SHX Text
BOX OR
AutoCAD SHX Text
SAMPLE
AutoCAD SHX Text
NO.
AutoCAD SHX Text
LEGEND
AutoCAD SHX Text
% CORE
AutoCAD SHX Text
RECOV-
AutoCAD SHX Text
ERY
AutoCAD SHX Text
CLASSIFICATION OF MATERIALS
AutoCAD SHX Text (Description)
AutoCAD SHX Text
DEPTH
AutoCAD SHX Text
% MOISTURE
AutoCAD SHX Text
CONTENT
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
PROJECT
AutoCAD SHX Text
HOLE NO.
AutoCAD SHX Text NFH Admin Buildings
AutoCAD SHX Text 8A4C-5997
AutoCAD SHX Text
PREVIOUS EDITIONS ARE OBSOLETE.
AutoCAD SHX Text
AutoCAD SHX Text
MAR 71
AutoCAD SHX Text
ENG FORM
AutoCAD SHX Text Faisal Ahmed
AutoCAD SHX Text
7. THICKNESS OF OVERBURDEN
AutoCAD SHX Text
8. DEPTH DRILLED INTO ROCK
AutoCAD SHX Text
9. TOTAL DEPTH OF HOLE
AutoCAD SHX Text
17. ELEVATION TOP OF HOLE
AutoCAD SHX Text
15. ELEVATION GROUND WATER
AutoCAD SHX Text
SHEETS
AutoCAD SHX Text
STARTED
AutoCAD SHX Text
COMPLETED
AutoCAD SHX Text Hole No. 8A4C-5997
AutoCAD SHX Text
SWF
AutoCAD SHX Text
11. DATUM FOR ELEVATION SHOWN (TBM or MSL)
AutoCAD SHX Text
DISTURBED
AutoCAD SHX Text
1. PROJECT
AutoCAD SHX Text 4-1/4"x8" HSA + IBS
AutoCAD SHX Text
AutoCAD SHX Text
SWD
AutoCAD SHX Text
INSTALLATION
AutoCAD SHX Text
SHEET
AutoCAD SHX Text D. Spencer
AutoCAD SHX Text
10. SIZE AND TYPE OF BIT
AutoCAD SHX Text
14. TOTAL NUMBER CORE BOXES
AutoCAD SHX Text
16. DATE HOLE
AutoCAD SHX Text
DIVISION
AutoCAD SHX Text 12/29/2018
AutoCAD SHX Text
AutoCAD SHX Text
12. MANUFACTURER'S DESIGNATION OF DRILL
AutoCAD SHX Text
OF
AutoCAD SHX Text 8A4C-5997
AutoCAD SHX Text N/A
AutoCAD SHX Text
19. GEOLOGIST
AutoCAD SHX Text Fort Hood, TX
AutoCAD SHX Text
2. LOCATION (Coordinates or Station)
AutoCAD SHX Text
USACE
AutoCAD SHX Text
UNDISTURBED
AutoCAD SHX Text
13. TOTAL NO. OF OVERBURDEN
AutoCAD SHX Text
SAMPLES TAKEN
AutoCAD SHX Text
18. TOTAL CORE RECOVERY FOR BORING
AutoCAD SHX Text
GP-1300C
AutoCAD SHX Text
VERTICAL
AutoCAD SHX Text
INCLINED
AutoCAD SHX Text NFH Admin Buildings
AutoCAD SHX Text 12/30/2018
AutoCAD SHX Text
8 JAR; 3 SPT
AutoCAD SHX Text
DRILLING LOG
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
3. DRILLING AGENCY
AutoCAD SHX Text
5. NAME OF DRILLER
AutoCAD SHX Text
6. DIRECTION OF HOLE
AutoCAD SHX Text
AutoCAD SHX Text
DEG. FROM VERT.
AutoCAD SHX Text
4. HOLE NO. (As shown on drawing title and
AutoCAD SHX Text file number)
AutoCAD SHX Text
20.5' (12/30 8AM)
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 52.0'
AutoCAD SHX Text 15.1
AutoCAD SHX Text 18.4
AutoCAD SHX Text 27.1
AutoCAD SHX Text 16.3
AutoCAD SHX Text 15.7
AutoCAD SHX Text 500 psi;
AutoCAD SHX Text 54 sec
AutoCAD SHX Text 7-8-46-
AutoCAD SHX Text 21-50/4"
AutoCAD SHX Text 9-14-21-
AutoCAD SHX Text
ST-3
AutoCAD SHX Text H
AutoCAD SHX Text
SPT-1
AutoCAD SHX Text
SPT-2
AutoCAD SHX Text
SPT-3
AutoCAD SHX Text %%uPOORLY GRADED SAND (SP)%%u - %%u35.0' to
AutoCAD SHX Text %%u46.0'%%u
AutoCAD SHX Text tan, very dense from 40' to 46', trace to few
AutoCAD SHX Text fines.
AutoCAD SHX Text %%uSILTY SAND (SM)%%u - %%u46.0' to 52.0'%%u
AutoCAD SHX Text tan, dense, little gravel, some silt and fines.
AutoCAD SHX Text %%u%%u - %%uend of boring at 52'.
AutoCAD SHX Text
ST-3
AutoCAD SHX Text H
AutoCAD SHX Text
SPT-1
AutoCAD SHX Text
SPT-2
AutoCAD SHX Text
SPT-3
AutoCAD SHX Text 500 psi;
AutoCAD SHX Text 54 sec
AutoCAD SHX Text 7-8-46-
AutoCAD SHX Text 21-50/4"
AutoCAD SHX Text 9-14-21-
AutoCAD SHX Text 15.1
AutoCAD SHX Text 18.4
AutoCAD SHX Text 27.1
AutoCAD SHX Text 16.3
AutoCAD SHX Text 15.7
AutoCAD SHX Text %%uPOORLY GRADED SAND (SP)%%u - %%u35.0' to
AutoCAD SHX Text %%u46.0'%%u
AutoCAD SHX Text tan, very dense from 40' to 46', trace to few
AutoCAD SHX Text fines.
AutoCAD SHX Text %%uSILTY SAND (SM)%%u - %%u46.0' to 52.0'%%u
AutoCAD SHX Text tan, dense, little gravel, some silt and fines.
AutoCAD SHX Text %%u%%u - %%uend of boring at 52'.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text -50/3"
AutoCAD SHX Text -50/3"
AutoCAD SHX Text -45
AutoCAD SHX Text -45
AutoCAD SHX Text %%uJar Samples%%u
AutoCAD SHX Text A: 2' to 2.5'
AutoCAD SHX Text B: 7.5' to 8'
AutoCAD SHX Text C: 12' to 12.5'
AutoCAD SHX Text D: 19.5' to 20'
AutoCAD SHX Text E: 22.5' to 23'
AutoCAD SHX Text F: 25.5' to 26'
AutoCAD SHX Text G: 32' to 32.5'
AutoCAD SHX Text %%uShelby Tube Sample%%u
AutoCAD SHX Text ST-1: 8' to 10'
AutoCAD SHX Text %%uSplit-Spoon Sample%%u
AutoCAD SHX Text SPT-1: 35' to 37'
AutoCAD SHX Text 22.0
AutoCAD SHX Text 12.3
AutoCAD SHX Text 13.0
AutoCAD SHX Text 14.0
AutoCAD SHX Text 15.6
AutoCAD SHX Text 17.0
AutoCAD SHX Text 22.5
AutoCAD SHX Text 16.1
AutoCAD SHX Text 500-650
AutoCAD SHX Text psi; 7 min
AutoCAD SHX Text & 45 sec
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text
ST-1
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text F
AutoCAD SHX Text G
AutoCAD SHX Text %%uTOPSOIL%%u - %%u0.0' to 0.5'%%u
AutoCAD SHX Text %%uFAT CLAY (CH)%%u - %%u0.5' to 7.0'%%u
AutoCAD SHX Text brown, very stiff, little fine to medium grained
AutoCAD SHX Text sand.
AutoCAD SHX Text PP = 2.5 to 3 tsf from %%u0.5' to 3'%%u
AutoCAD SHX Text PP = 2.5 to 3.5 tsf from %%u3' to 6.5'%%u
AutoCAD SHX Text %%uLEAN CLAY (CL)%%u - %%u7.0' to 10.0'%%u
AutoCAD SHX Text tan and light gray, very stiff, trace to few fine
AutoCAD SHX Text to medium grained sand.
AutoCAD SHX Text PP = 2.5 tsf from %%u6.5' to 8'%%u
AutoCAD SHX Text %%uLEAN CLAY (CL)%%u - %%u10.0' to 23.0'%%u
AutoCAD SHX Text tan and gray, marl, very stiff to hard from 10'
AutoCAD SHX Text to 18.5', hard from 18.5' to 20', very stiff from
AutoCAD SHX Text 20' to to 23', trace to few fine grained sand.
AutoCAD SHX Text PP = 2.5 to >4.5 tsf from %%u10' to 18.5'%%u
AutoCAD SHX Text PP >4.5 tsf from %%u18.5' to 20'%%u
AutoCAD SHX Text PP = 2.5 to 3.5 tsf from %%u22.5' to 23'%%u
AutoCAD SHX Text %%uLEAN CLAY WITH SAND (CL)%%u - %%u23.0' to 26.0'%%u
AutoCAD SHX Text tan and gray, very stiff from 23' to 25', soft
AutoCAD SHX Text from 25' to 26', few to little fine grained sand.
AutoCAD SHX Text PP > 0.5 tsf from %%u25' to 26'%%u
AutoCAD SHX Text %%uLEAN SANDY CLAY (CLS)%%u - %%u26.0' to 33.5'%%u
AutoCAD SHX Text tan and gray, medium stiff to very siff from 26'
AutoCAD SHX Text to 28', very stiff from 28' to 30', stiff to very
AutoCAD SHX Text stiff from 30' to 33.5'.
AutoCAD SHX Text PP = 0.75 to 2.5 tsf from %%u26' to 28'%%u
AutoCAD SHX Text PP = 2.5 tsf from %%u28' to 30'%%u
AutoCAD SHX Text PP = 1.25 to 2.5 tsf from %%u 30' to 33.5'%%u
AutoCAD SHX Text %%uSILTY SAND (SM)%%u - %%u33.5' to 37.0'%%u
AutoCAD SHX Text tan, medium dense, some silt and fines.
AutoCAD SHX Text %%uJar Samples%%u
AutoCAD SHX Text A: 2' to 2.5'
AutoCAD SHX Text B: 7.5' to 8'
AutoCAD SHX Text C: 12' to 12.5'
AutoCAD SHX Text D: 19.5' to 20'
AutoCAD SHX Text E: 22.5' to 23'
AutoCAD SHX Text F: 25.5' to 26'
AutoCAD SHX Text G: 32' to 32.5'
AutoCAD SHX Text %%uShelby Tube Sample%%u
AutoCAD SHX Text ST-1: 8' to 10'
AutoCAD SHX Text %%uSplit-Spoon Sample%%u
AutoCAD SHX Text SPT-1: 35' to 37'
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text
ST-1
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text F
AutoCAD SHX Text G
AutoCAD SHX Text 500-650
AutoCAD SHX Text psi; 7 min
AutoCAD SHX Text & 45 sec
AutoCAD SHX Text 22.0
AutoCAD SHX Text 12.3
AutoCAD SHX Text 13.0
AutoCAD SHX Text 14.0
AutoCAD SHX Text 15.6
AutoCAD SHX Text 17.0
AutoCAD SHX Text 22.5
AutoCAD SHX Text 16.1
AutoCAD SHX Text %%uTOPSOIL%%u - %%u0.0' to 0.5'%%u
AutoCAD SHX Text %%uFAT CLAY (CH)%%u - %%u0.5' to 7.0'%%u
AutoCAD SHX Text brown, very stiff, little fine to medium grained
AutoCAD SHX Text sand.
AutoCAD SHX Text PP = 2.5 to 3 tsf from %%u0.5' to 3'%%u
AutoCAD SHX Text PP = 2.5 to 3.5 tsf from %%u3' to 6.5'%%u
AutoCAD SHX Text %%uLEAN CLAY (CL)%%u - %%u7.0' to 10.0'%%u
AutoCAD SHX Text tan and light gray, very stiff, trace to few fine
AutoCAD SHX Text to medium grained sand.
AutoCAD SHX Text PP = 2.5 tsf from %%u6.5' to 8'%%u
AutoCAD SHX Text %%uLEAN CLAY (CL)%%u - %%u10.0' to 23.0'%%u
AutoCAD SHX Text tan and gray, marl, very stiff to hard from 10'
AutoCAD SHX Text to 18.5', hard from 18.5' to 20', very stiff from
AutoCAD SHX Text 20' to to 23', trace to few fine grained sand.
AutoCAD SHX Text PP = 2.5 to >4.5 tsf from %%u10' to 18.5'%%u
AutoCAD SHX Text PP >4.5 tsf from %%u18.5' to 20'%%u
AutoCAD SHX Text PP = 2.5 to 3.5 tsf from %%u22.5' to 23'%%u
AutoCAD SHX Text %%uLEAN CLAY WITH SAND (CL)%%u - %%u23.0' to 26.0'%%u
AutoCAD SHX Text tan and gray, very stiff from 23' to 25', soft
AutoCAD SHX Text from 25' to 26', few to little fine grained sand.
AutoCAD SHX Text PP > 0.5 tsf from %%u25' to 26'%%u
AutoCAD SHX Text %%uLEAN SANDY CLAY (CLS)%%u - %%u26.0' to 33.5'%%u
AutoCAD SHX Text tan and gray, medium stiff to very siff from 26'
AutoCAD SHX Text to 28', very stiff from 28' to 30', stiff to very
AutoCAD SHX Text stiff from 30' to 33.5'.
AutoCAD SHX Text PP = 0.75 to 2.5 tsf from %%u26' to 28'%%u
AutoCAD SHX Text PP = 2.5 tsf from %%u28' to 30'%%u
AutoCAD SHX Text PP = 1.25 to 2.5 tsf from %%u 30' to 33.5'%%u
AutoCAD SHX Text %%uSILTY SAND (SM)%%u - %%u33.5' to 37.0'%%u
AutoCAD SHX Text tan, medium dense, some silt and fines.
AutoCAD SHX Text a
AutoCAD SHX Text f
AutoCAD SHX Text c
AutoCAD SHX Text e
AutoCAD SHX Text b
AutoCAD SHX Text g
AutoCAD SHX Text d
AutoCAD SHX Text
REMARKS
AutoCAD SHX Text (Drilling time, water loss, depth
AutoCAD SHX Text weathering, etc., if significant)
AutoCAD SHX Text
BOX OR
AutoCAD SHX Text
SAMPLE
AutoCAD SHX Text
NO.
AutoCAD SHX Text
LEGEND
AutoCAD SHX Text
% CORE
AutoCAD SHX Text
RECOV-
AutoCAD SHX Text
ERY
AutoCAD SHX Text
CLASSIFICATION OF MATERIALS
AutoCAD SHX Text (Description)
AutoCAD SHX Text
DEPTH
AutoCAD SHX Text
% MOISTURE
AutoCAD SHX Text
CONTENT
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
PROJECT
AutoCAD SHX Text
HOLE NO.
AutoCAD SHX Text NFH Admin Buildings
AutoCAD SHX Text 8A4C-5998
AutoCAD SHX Text
PREVIOUS EDITIONS ARE OBSOLETE.
AutoCAD SHX Text
AutoCAD SHX Text
MAR 71
AutoCAD SHX Text
ENG FORM
AutoCAD SHX Text Faisal Ahmed
AutoCAD SHX Text
7. THICKNESS OF OVERBURDEN
AutoCAD SHX Text
8. DEPTH DRILLED INTO ROCK
AutoCAD SHX Text
9. TOTAL DEPTH OF HOLE
AutoCAD SHX Text
17. ELEVATION TOP OF HOLE
AutoCAD SHX Text
15. ELEVATION GROUND WATER
AutoCAD SHX Text
SHEETS
AutoCAD SHX Text
STARTED
AutoCAD SHX Text
COMPLETED
AutoCAD SHX Text Hole No. 8A4C-5998
AutoCAD SHX Text
SWF
AutoCAD SHX Text
11. DATUM FOR ELEVATION SHOWN (TBM or MSL)
AutoCAD SHX Text
DISTURBED
AutoCAD SHX Text
1. PROJECT
AutoCAD SHX Text 4-1/4"x8" HSA + IBS
AutoCAD SHX Text
AutoCAD SHX Text
SWD
AutoCAD SHX Text
INSTALLATION
AutoCAD SHX Text
SHEET
AutoCAD SHX Text D. Spencer
AutoCAD SHX Text
10. SIZE AND TYPE OF BIT
AutoCAD SHX Text
14. TOTAL NUMBER CORE BOXES
AutoCAD SHX Text
16. DATE HOLE
AutoCAD SHX Text
DIVISION
AutoCAD SHX Text 12/30/2018
AutoCAD SHX Text
AutoCAD SHX Text
12. MANUFACTURER'S DESIGNATION OF DRILL
AutoCAD SHX Text
OF
AutoCAD SHX Text 8A4C-5998
AutoCAD SHX Text N/A
AutoCAD SHX Text
19. GEOLOGIST
AutoCAD SHX Text Fort Hood, TX
AutoCAD SHX Text
2. LOCATION (Coordinates or Station)
AutoCAD SHX Text
USACE
AutoCAD SHX Text
UNDISTURBED
AutoCAD SHX Text
13. TOTAL NO. OF OVERBURDEN
AutoCAD SHX Text
SAMPLES TAKEN
AutoCAD SHX Text
18. TOTAL CORE RECOVERY FOR BORING
AutoCAD SHX Text
GP-1300C
AutoCAD SHX Text
VERTICAL
AutoCAD SHX Text
INCLINED
AutoCAD SHX Text NFH Admin Buildings
AutoCAD SHX Text 12/30/2018
AutoCAD SHX Text
7 JAR; 1 SPT
AutoCAD SHX Text
DRILLING LOG
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
3. DRILLING AGENCY
AutoCAD SHX Text
5. NAME OF DRILLER
AutoCAD SHX Text
6. DIRECTION OF HOLE
AutoCAD SHX Text
AutoCAD SHX Text
DEG. FROM VERT.
AutoCAD SHX Text
4. HOLE NO. (As shown on drawing title and
AutoCAD SHX Text file number)
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 37.0'
AutoCAD SHX Text 19.5
AutoCAD SHX Text 7-9-11-14
AutoCAD SHX Text
SPT-1
AutoCAD SHX Text %%uSILTY SAND (SM)%%u - %%u33.5' to 37.0'%%u
AutoCAD SHX Text tan, medium dense, some silt and fines.
AutoCAD SHX Text (continued)
AutoCAD SHX Text %%u%%u - %%uend of boring at 37'.
AutoCAD SHX Text
SPT-1
AutoCAD SHX Text 7-9-11-14
AutoCAD SHX Text 19.5
AutoCAD SHX Text %%uSILTY SAND (SM)%%u - %%u33.5' to 37.0'%%u
AutoCAD SHX Text tan, medium dense, some silt and fines.
AutoCAD SHX Text (continued)
%%u%%u - %%uend of boring at 37'.
D r a w n b y
D e s i g n e d b y
S u b m i t t e d b y
S h e e t
S i z e
A N
S I
D
D a t e
C o n t r a c t
N o
S o l i c i t a t i o n
N o
U S
A
R M
Y
E
N G
I N
E E
R
C
O R
E
G I N
E E
R S
F O
R
S
T R
I C
T
T
A Y
L O
R
S
T
F O
R
T H
T
E X
A S
C h e c k e d b y
US Army Corps of
Engineers ®
A
R e v
M a r k
D e s c r i p t i o n
T r a c k i n g
N o
A c t i o n
D a t e
E N
G I N
E E
R I N
G
C O
N S
T R
U C
T I O
N
D
I V
I S
I O
N
E N
G I N
E E
R I N
G
B
R A
N C
H
2 3 4 5 6
7 8 9 10
B
C
D
E
F
G
Fort Worth District
B-202
F O
O
D
M I N
I S
T R
A T
I O
N
B
U I L
D I N
R
R
T
H
O O
D
P N
N
H P
B O
R I N
G
L
O G
S
N
A A
N
P
E
D A
V
O
U N
G
N
A A
N
P
E
L O
R E
E
B
A L
D I
P
E
C H
I E
F
G
E O
T E
C H
N I C
A
N C
H
A P
R
AutoCAD SHX Text %%uJar Samples%%u
AutoCAD SHX Text A: 2' to 2.5'
AutoCAD SHX Text B: 8.5' to 9'
AutoCAD SHX Text C: 12' to 12.5'
AutoCAD SHX Text D: 18' to 18.5'
AutoCAD SHX Text E: 22.5' to 23'
AutoCAD SHX Text F: 25.5' to 26'
AutoCAD SHX Text G: 28.5' to 29'
AutoCAD SHX Text H: 32' to 32.5'
AutoCAD SHX Text %%uShelby Tube Sample%%u
AutoCAD SHX Text ST-1: 23' to 25'
AutoCAD SHX Text 22.7
AutoCAD SHX Text 15.7
AutoCAD SHX Text 16.3
AutoCAD SHX Text 15.9
AutoCAD SHX Text 16.6
AutoCAD SHX Text 16.7
AutoCAD SHX Text 23.1
AutoCAD SHX Text 18.5
AutoCAD SHX Text 18.2
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text
ST-1
AutoCAD SHX Text F
AutoCAD SHX Text G
AutoCAD SHX Text H
AutoCAD SHX Text %%uTOPSOIL%%u - %%u0.0' to 0.5'%%u
AutoCAD SHX Text %%uFAT CLAY (CH)%%u - %%u0.5' to 6.0'%%u
AutoCAD SHX Text tan and gray, very stiff, few to little fine to
AutoCAD SHX Text medium grained sand.
AutoCAD SHX Text PP = 2 to 2.5 tsf from %%u0.5' to 5'%%u
AutoCAD SHX Text %%uLEAN CLAY (CL)%%u - %%u6.0' to 23.0'%%u
AutoCAD SHX Text tan and gray, very stiff from 6' to 8', hard from
AutoCAD SHX Text 8' to 10', very stiff from 10' to 13', hard from
AutoCAD SHX Text 13' to 15', very stiff from 15' to 18', hard from
AutoCAD SHX Text 18' to 20', medium stiff to stiff from 20' to 23', AutoCAD SHX Text few fine grained sand, fissured from 15' to 18'
AutoCAD SHX Text and 21' to 23'.
AutoCAD SHX Text PP = 2.5 to 3.5 tsf from %%u6' to 8'%%u
AutoCAD SHX Text PP > 4.5 tsf from %%u 8' to 10'%%u
AutoCAD SHX Text PP = 2.5 to 3 tsf from %%u10' to 13'%%u
AutoCAD SHX Text PP > 4.5 tsf from %%u13' to 15'%%u
AutoCAD SHX Text PP = 2.5 to 3.5 tsf from %%u15' to 18'%%u
AutoCAD SHX Text PP > 4.5 tsf from %%u18' to 20'%%u
AutoCAD SHX Text PP = 0.75 to 1.75 tsf from %%u20' to 23'%%u
AutoCAD SHX Text %%uLEAN CLAY WITH SAND (CL)%%u - %%u23.0' to 25.0'%%u
AutoCAD SHX Text tan, soft, little fine grained sand, trace gravel.
AutoCAD SHX Text PP = 0.5 tsf
AutoCAD SHX Text %%uCLAYEY SAND (SC)%%u - %%u25.0' to 28.0'%%u
AutoCAD SHX Text tan, soft, some clay and fines.
AutoCAD SHX Text PP = 0.5 tsf
AutoCAD SHX Text %%uCLAYEY SAND WITH GRAVEL (SC)%%u - %%u28.0'
AutoCAD SHX Text %%uto 32.0'%%u
AutoCAD SHX Text tan and gray, medium stiff to 30'.
AutoCAD SHX Text PP = 0.75 tsf from %%u28' to 30'%%u
AutoCAD SHX Text %%uSILTY SAND (SM)%%u - %%u32.0' to 35.0'%%u
AutoCAD SHX Text tan.
AutoCAD SHX Text %%uJar Samples%%u
AutoCAD SHX Text A: 2' to 2.5'
AutoCAD SHX Text B: 8.5' to 9'
AutoCAD SHX Text C: 12' to 12.5'
AutoCAD SHX Text D: 18' to 18.5'
AutoCAD SHX Text E: 22.5' to 23'
AutoCAD SHX Text F: 25.5' to 26'
AutoCAD SHX Text G: 28.5' to 29'
AutoCAD SHX Text H: 32' to 32.5'
AutoCAD SHX Text %%uShelby Tube Sample%%u
AutoCAD SHX Text ST-1: 23' to 25'
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text
ST-1
AutoCAD SHX Text F
AutoCAD SHX Text G
AutoCAD SHX Text H
AutoCAD SHX Text 22.7
AutoCAD SHX Text 15.7
AutoCAD SHX Text 16.3
AutoCAD SHX Text 15.9
AutoCAD SHX Text 16.6
AutoCAD SHX Text 16.7
AutoCAD SHX Text 23.1
AutoCAD SHX Text 18.5
AutoCAD SHX Text 18.2
AutoCAD SHX Text %%uTOPSOIL%%u - %%u0.0' to 0.5'%%u
AutoCAD SHX Text %%uFAT CLAY (CH)%%u - %%u0.5' to 6.0'%%u
AutoCAD SHX Text tan and gray, very stiff, few to little fine to
AutoCAD SHX Text medium grained sand.
AutoCAD SHX Text PP = 2 to 2.5 tsf from %%u0.5' to 5'%%u
AutoCAD SHX Text %%uLEAN CLAY (CL)%%u - %%u6.0' to 23.0'%%u
AutoCAD SHX Text tan and gray, very stiff from 6' to 8', hard from
AutoCAD SHX Text 8' to 10', very stiff from 10' to 13', hard from
AutoCAD SHX Text 13' to 15', very stiff from 15' to 18', hard from
AutoCAD SHX Text 18' to 20', medium stiff to stiff from 20' to 23', AutoCAD SHX Text few fine grained sand, fissured from 15' to 18'
AutoCAD SHX Text and 21' to 23'.
AutoCAD SHX Text PP = 2.5 to 3.5 tsf from %%u6' to 8'%%u
AutoCAD SHX Text PP > 4.5 tsf from %%u 8' to 10'%%u
AutoCAD SHX Text PP = 2.5 to 3 tsf from %%u10' to 13'%%u
AutoCAD SHX Text PP > 4.5 tsf from %%u13' to 15'%%u
AutoCAD SHX Text PP = 2.5 to 3.5 tsf from %%u15' to 18'%%u
AutoCAD SHX Text PP > 4.5 tsf from %%u18' to 20'%%u
AutoCAD SHX Text PP = 0.75 to 1.75 tsf from %%u20' to 23'%%u
AutoCAD SHX Text %%uLEAN CLAY WITH SAND (CL)%%u - %%u23.0' to 25.0'%%u
AutoCAD SHX Text tan, soft, little fine grained sand, trace gravel.
AutoCAD SHX Text PP = 0.5 tsf
AutoCAD SHX Text %%uCLAYEY SAND (SC)%%u - %%u25.0' to 28.0'%%u
AutoCAD SHX Text tan, soft, some clay and fines.
AutoCAD SHX Text PP = 0.5 tsf
AutoCAD SHX Text %%uCLAYEY SAND WITH GRAVEL (SC)%%u - %%u28.0'
AutoCAD SHX Text %%uto 32.0'%%u
AutoCAD SHX Text tan and gray, medium stiff to 30'.
AutoCAD SHX Text PP = 0.75 tsf from %%u28' to 30'%%u
AutoCAD SHX Text %%uSILTY SAND (SM)%%u - %%u32.0' to 35.0'%%u
AutoCAD SHX Text tan.
AutoCAD SHX Text a
AutoCAD SHX Text f
AutoCAD SHX Text c
AutoCAD SHX Text e
AutoCAD SHX Text b
AutoCAD SHX Text g
AutoCAD SHX Text d
AutoCAD SHX Text
REMARKS
AutoCAD SHX Text (Drilling time, water loss, depth
AutoCAD SHX Text weathering, etc., if significant)
AutoCAD SHX Text
BOX OR
AutoCAD SHX Text
SAMPLE
AutoCAD SHX Text
NO.
AutoCAD SHX Text
LEGEND
AutoCAD SHX Text
% CORE
AutoCAD SHX Text
RECOV-
AutoCAD SHX Text
ERY
AutoCAD SHX Text
CLASSIFICATION OF MATERIALS
AutoCAD SHX Text (Description)
AutoCAD SHX Text
DEPTH
AutoCAD SHX Text
% MOISTURE
AutoCAD SHX Text
CONTENT
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
PROJECT
AutoCAD SHX Text
HOLE NO.
AutoCAD SHX Text NFH Admin Buildings
AutoCAD SHX Text 8A4C-5999
AutoCAD SHX Text
PREVIOUS EDITIONS ARE OBSOLETE.
AutoCAD SHX Text
AutoCAD SHX Text
MAR 71
AutoCAD SHX Text
ENG FORM
AutoCAD SHX Text Faisal Ahmed
AutoCAD SHX Text
7. THICKNESS OF OVERBURDEN
AutoCAD SHX Text
8. DEPTH DRILLED INTO ROCK
AutoCAD SHX Text
9. TOTAL DEPTH OF HOLE
AutoCAD SHX Text
17. ELEVATION TOP OF HOLE
AutoCAD SHX Text
15. ELEVATION GROUND WATER
AutoCAD SHX Text
SHEETS
AutoCAD SHX Text
STARTED
AutoCAD SHX Text
COMPLETED
AutoCAD SHX Text Hole No. 8A4C-5999
AutoCAD SHX Text
SWF
AutoCAD SHX Text
11. DATUM FOR ELEVATION SHOWN (TBM or MSL)
AutoCAD SHX Text
DISTURBED
AutoCAD SHX Text
1. PROJECT
AutoCAD SHX Text 4-1/4"x8" HSA + IBS
AutoCAD SHX Text
AutoCAD SHX Text
SWD
AutoCAD SHX Text
INSTALLATION
AutoCAD SHX Text
SHEET
AutoCAD SHX Text D. Spencer
AutoCAD SHX Text
10. SIZE AND TYPE OF BIT
AutoCAD SHX Text
14. TOTAL NUMBER CORE BOXES
AutoCAD SHX Text
16. DATE HOLE
AutoCAD SHX Text
DIVISION
AutoCAD SHX Text 12/30/2018
AutoCAD SHX Text
AutoCAD SHX Text
12. MANUFACTURER'S DESIGNATION OF DRILL
AutoCAD SHX Text
OF
AutoCAD SHX Text 8A4C-5999
AutoCAD SHX Text N/A
AutoCAD SHX Text
19. GEOLOGIST
AutoCAD SHX Text Fort Hood, TX
AutoCAD SHX Text
2. LOCATION (Coordinates or Station)
AutoCAD SHX Text
USACE
AutoCAD SHX Text
UNDISTURBED
AutoCAD SHX Text
13. TOTAL NO. OF OVERBURDEN
AutoCAD SHX Text
SAMPLES TAKEN
AutoCAD SHX Text
18. TOTAL CORE RECOVERY FOR BORING
AutoCAD SHX Text
GP-1300C
AutoCAD SHX Text
VERTICAL
AutoCAD SHX Text
INCLINED
AutoCAD SHX Text NFH Admin Buildings
AutoCAD SHX Text 12/30/2018
AutoCAD SHX Text
AutoCAD SHX Text
DRILLING LOG
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
3. DRILLING AGENCY
AutoCAD SHX Text
5. NAME OF DRILLER
AutoCAD SHX Text
6. DIRECTION OF HOLE
AutoCAD SHX Text
AutoCAD SHX Text
DEG. FROM VERT.
AutoCAD SHX Text
4. HOLE NO. (As shown on drawing title and
AutoCAD SHX Text file number)
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 35.0'
AutoCAD SHX Text %%u%%u - %%uend of boring at 35'.
AutoCAD SHX Text %%u%%u - %%uend of boring at 35'.
AutoCAD SHX Text 22.2
AutoCAD SHX Text 21.6
AutoCAD SHX Text 20.3
AutoCAD SHX Text 17.2
AutoCAD SHX Text 15.1
AutoCAD SHX Text 15.5
AutoCAD SHX Text 14.3
AutoCAD SHX Text 14.8
AutoCAD SHX Text 14.9
AutoCAD SHX Text 15.7
AutoCAD SHX Text 15.8
AutoCAD SHX Text 15.4
AutoCAD SHX Text 19.0
AutoCAD SHX Text 19.1
AutoCAD SHX Text 16.6
AutoCAD SHX Text %%uJar Samples%%u
AutoCAD SHX Text A: 1' to 1.5'
AutoCAD SHX Text B: 2.5' to 3'
AutoCAD SHX Text C: 4.5' to 5'
AutoCAD SHX Text D: 6' to 6.5'
AutoCAD SHX Text E: 8' to 8.5'
AutoCAD SHX Text F: 9.5' to 10'
AutoCAD SHX Text G: 12' to 12.5'
AutoCAD SHX Text H: 14' to 14.5'
AutoCAD SHX Text I: 17' to 17.5'
AutoCAD SHX Text J: 19' to 19.5'
AutoCAD SHX Text K: 21' to 21.5'
AutoCAD SHX Text L: 23' to 23.5'
AutoCAD SHX Text M: 26' to 26.5'
AutoCAD SHX Text N: 28' to 28.5'
AutoCAD SHX Text O: 32' to 32.5'
AutoCAD SHX Text P: 37' to 37.5'
AutoCAD SHX Text Q: 42' to 42.5'
AutoCAD SHX Text %%uSplit-Spoon Samples%%u
AutoCAD SHX Text SPT-1: 45' to 46'
AutoCAD SHX Text SPT-2: 49' to 51'
AutoCAD SHX Text SPT-3: 54' to 56'
AutoCAD SHX Text SPT-4: 59' to 61'
AutoCAD SHX Text SPT-5: 64' to 64.1'
AutoCAD SHX Text SPT-6: 67' to 67.1'
AutoCAD SHX Text 22.2
AutoCAD SHX Text 21.6
AutoCAD SHX Text 20.3
AutoCAD SHX Text 17.2
AutoCAD SHX Text 15.1
AutoCAD SHX Text 15.5
AutoCAD SHX Text 14.3
AutoCAD SHX Text 14.8
AutoCAD SHX Text 14.9
AutoCAD SHX Text 15.7
AutoCAD SHX Text 15.8
AutoCAD SHX Text 15.4
AutoCAD SHX Text 19.0
AutoCAD SHX Text 19.1
AutoCAD SHX Text 16.6
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text F
AutoCAD SHX Text G
AutoCAD SHX Text H
AutoCAD SHX Text I
AutoCAD SHX Text J
AutoCAD SHX Text K
AutoCAD SHX Text L
AutoCAD SHX Text M
AutoCAD SHX Text N
AutoCAD SHX Text O
AutoCAD SHX Text %%uTOPSOIL%%u - %%u0.0' to 0.5'%%u
AutoCAD SHX Text %%uFAT CLAY WITH SAND (CH)%%u - %%u0.5' to 1.5'%%u
AutoCAD SHX Text brown, stiff, little sands.
AutoCAD SHX Text PP = 1.5 tsf from %%u0.5' to 1.5'%%u
AutoCAD SHX Text %%uFAT CLAY (CH)%%u - %%u1.5' to 5.0'%%u
AutoCAD SHX Text brown, very stiff, few to little sands.
AutoCAD SHX Text PP = 2.5 tsf from %%u1.5' to 5'%%u
AutoCAD SHX Text %%uLEAN CLAY (CL)%%u - %%u5.0' to 8.0'%%u
AutoCAD SHX Text light brown, very stiff to hard, few to little
AutoCAD SHX Text sands.
AutoCAD SHX Text PP = 2.5 tsf from %%u5' to 6.5'%%u
AutoCAD SHX Text PP = 3.5 to 4.5 tsf from %%u6.5' to 10'%%u
AutoCAD SHX Text %%uLEAN CLAY (CL)%%u - %%u8.0' to 24.0'%%u
AutoCAD SHX Text tan and gray, mottled, hard, trace to few
AutoCAD SHX Text sands.
AutoCAD SHX Text PP > 4.5 tsf
AutoCAD SHX Text %%uLEAN CLAY (CL)%%u - %%u24.0' to 30.0'%%u
AutoCAD SHX Text brown and gray, medium stiff to stiff from 25.5'
AutoCAD SHX Text to 27.5, very stiff to hard from 27.5' to 30', few
AutoCAD SHX Text to little sands.
AutoCAD SHX Text PP = 0.75 to 1.5 tsf from %%u25.5' to 27.5'%%u
AutoCAD SHX Text PP = 2.5 to >4.5 tsf from %%u27.5' to 30'%%u
AutoCAD SHX Text %%uLEAN CLAY WITH SAND (CL)%%u - %%u30.0' to 39.0'%%u
AutoCAD SHX Text tan and gray, stiff to very stiff from 30' to 35', AutoCAD SHX Text medium stiff to stiff rom 35.5' to 36', little to
AutoCAD SHX Text some sands.
AutoCAD SHX Text PP = 1.5 tsf from %%u30' to 32'%%u
AutoCAD SHX Text PP = 2 to 3 tsf from %%u32' to 35'%%u
AutoCAD SHX Text PP = 0.75 to 1.5 tsf from %%u35.5' to 36'%%u
AutoCAD SHX Text %%uJar Samples%%u
AutoCAD SHX Text A: 1' to 1.5'
AutoCAD SHX Text B: 2.5' to 3'
AutoCAD SHX Text C: 4.5' to 5'
AutoCAD SHX Text D: 6' to 6.5'
AutoCAD SHX Text E: 8' to 8.5'
AutoCAD SHX Text F: 9.5' to 10'
AutoCAD SHX Text G: 12' to 12.5'
AutoCAD SHX Text H: 14' to 14.5'
AutoCAD SHX Text I: 17' to 17.5'
AutoCAD SHX Text J: 19' to 19.5'
AutoCAD SHX Text K: 21' to 21.5'
AutoCAD SHX Text L: 23' to 23.5'
AutoCAD SHX…
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