Windance Sub-LR 850821SOUT.. IWESTERN LABORATOI:IZES, INC.
Construction materials testing, analytical chemistry and geotechnical engineering
P.O. Box 224227 · 2575 Lone Star Drive · Dallas, Texas 75264 · 214/631-2700
PERSING EXCAVATING
ATTN: DAN PERSING
5906 YACHT CLUB DRIVE
ROCKWALL, TEXAS 75087
AUGUST 21, 1985
dOB FILE NO. 3331501
LAB NO. D-53973-A
PROJECT NAME: WIND DANCE SUB-DIVISION/ COPPELL,
ARCHITECT/ENGINEER: CITY OF COPPELL
GENERAL CONTRACTOR:
TEXAS
REPORT OF DENSITY OF SOIL AND SOIL-AGGREGATE IN PLACE BY
NUCLEAR METHODS (SHALLOW DEPTH) - ASTM D-2922
DENSITY TESTS FOR: WIND DANCE PLACE
MATERIAL SOURCE: ON SITE
MINIMUM SPECIFIED DENSITY: 95 PERCENT OF LABORATORY MAXIMUM.
TEST TEST LOCATION PERCENT DRY DENSITY PERCENT
NO. (HORIZ AND VERTICAL CONTROL) MOISTURE LBS/CF OF MAX
STA 1+00
FINAL LIFT
AUGUST 14 AT 11:00 AM
11.3 107.1 89.2
2
STA 2+20
FINAL LIFT
AUGUST 14 AT
11:05 AM 7.5 100.5 83.7
3
STA 4+25
FINAL LIFT
AUGUST 14 AT 11:10 AM 5.8 107.0 89.1
4
STA 9+00
FINAL LIFT
AUGUST 14 AT
11:20 AM 9.8 9&.O 79.~ $
NOTE: ASTERISK INDICATES VALUE LESS THAN SPECIFIED MINIMUM.
MAX LABORATORY DENSITY OF 120.1 LBS/CF AT 11.6 PERCENT OPTIMUM MOISTURE
REPORTED ON LAB NO. D53971 TECHNICIAN'S NAME: ARTHUR ETHERLY
SOIL CLASSIFICATION: BROWNISH GRAY CLAYEY SILT
REMARKS:
COPIES TO:
3-PERSING EXCAVATING
WLL/ASTM2922/O. 4/
SOUTHWESTERN LABORATORIES, INC.
Construction materials testing, analytical chemistry and geotechnical engineering
P.O. Box 224227 · 2575 Lone Star Drive · Dallas, Texas 75264 · 214/631-2700
PERSING EXCAVATING
ATTN: DAN PERSING
590& YACHT CLUB DRIVE
ROCKWALL, TEXAS 75087
AUGUST 21, 1985
dOB FILE NO. 3331501
LAB NO. D-53973-B
PROJECT NAME: WIND DANCE SUB-DIVISION/ COPPELL,
ARCHITECT/ENGINEER: CITY OF COPPELL
GENERAL CONTRACTOR:
TEXAS
REPORT OF DENSITY OF SOIL AND SOIL-AGGREGATE IN PLACE BY
NUCLEAR METHODS (SHALLOW DEPTH) - ASTM D-2922
DENSITY TEST8 FOR: WIND DANCE PLACE
MATERIAL SOURCE: ON SITE
MINIMUM SPECIFIED DENSITY: 95 PERCENT OF LABORATORY MAXIMUM.
TEST TEST LOCATION PERCENT DRY DENSITY PERCENT
NO. (HORIZ AND VERTICAL CONTROL) MOISTURE LB8/CF OF MAX
5
STA 7+80
FINAL LIFT
AUGUST 14 AT 11:25 AM
3.7 105.5 87.8
STA &+50
FINAL LIFT
AUGUST 14 AT 11:30 AM
7.7 101.7 84.7 ~
7
STA 5+00
FINAL LIFT
AUGUST 14 AT 11:35 AM
4.8 107.8 89.8
8
STA 3+50
FINAL LIFT
AUGUST 14 AT 11:40 AM
108.1 90.0 $
NOTE: ASTERISK INDICATES VALUE LESS THAN SPECIFIED MINIMUM.
MAX LABORATORY DENSITY OF 120.1 LBS/CF AT 11.& PERCENT OPTIMUM MOISTURE
REPORTED ON LAB NO. D53971 TECHNICIAN'S NAME: ARTHUR ETHERLY
SOIL CLASSIFICATION: BROWNISH GRAY CLAYEY SILT
REMARKS:
COPIES TO:
3-PERSING EXCAVATING
SOUTHWE~ERN L4~BORg~T OR~I E S
INC.
SOUTHWESTERN LABORATOPAES INC.
Construction materials testing, analytical chemistry and geotechnical engineering
P.O. Box 224227 · 2575 Lone Star Drive · Dallas. Texas 75264 · 214/631-2700
PERSING EXCAVATING
ATTN: DAN PERSING
5906 YACHT CLUB DRIVE
ROCKWALL, TEXAS 75087
AUGUST 21, 1985
dOB FILE NO. 3331501
LAB NO. D-53973-C
PROdECT NAME: WIND DANCE SUB-DIVISION/ COPPELL,
ARCHITECT/ENGINEER: CITY OF COPPELL
GENERAL CONTRACTOR:
TEXAS
REPORT OF DENSITY OF SOIL AND SOIL-AGGREGATE IN PLACE BY
NUCLEAR METHOD8 (SHALLOW DEPTH) - ASTM D-2922
DENSITY TESTS FOR: WIND DANCE PLACE
MATERIAL SOURCE: ON SITE
MINIMUM SPECIFIED DENSITY: 95 PERCENT OF LABORATORY MAXIMUM.
TEST TEST LOCATION PERCENT DRY DENSITY PERCENT
NO. (HORIZ AND VERTICAL CONTROL) MOISTURE LBS/CF OF MAX
STA 2+50
FINAL LIFT
AUGUST 14 AT
11:45 AM 10.5 110.5 92.0
13
STA 1+75
2 FT. BELOW GRADE
AUGUST 14 AT 12:45 PM
19.0 99.9 83.2
14
STA 3+00
2 FT. BELOW GRADE
AUGUST 14 AT 12:55 PM
14.2 86.4 71.9
15
STA 6+50
2 FT. BELOW GRADE
AUGUST 14 AT 1:05 PM
19.4 99.6 82.9
NOTE: ASTERISK INDICATES VALUE LESS THAN SPECIFIED MINIMUM.
MAX LABORATORY DENSITY OF 120.1 LBS/CF AT 11.6 PERCENT OPTIMUM MOISTURE
REPORTED ON LAB NO. D53971 TECHNICIAN'S NAME: ARTHUR ETHERLY
SOIL CLASSIFICATION: BROWNISH GRAY CLAYEY SILT
REMARKS:
COPIES TO:
3-PERSING EXCAVATING
SOUTH]4JL~TERN ~'~BO~I~TO. RIES INC.
R .E.T.
SOUT HWESTERN LABORATORIES, INC.
Construction materials testing, analytical chemistry and geotechnical engineering
P.O. Box 224227 · 2575 Lone Star Drive · Dallas, Texas 75264 · 214/631-2700
PERSING EXCAVATING
ATTN: DAN PERSING
5~O& YACHT CLUB DRIVE
ROCKWALL, TEXAS 75087
AUGUST 21, 1985
dOB FILE NO. 333150!
LAB NO. D-53~73-D
PROJECT NAME: WIND DANCE SUB-DIVISION/ COPPELL,
ARCHITECT/ENGINEER: CITY OF COPPELL
GENERAL CONTRACTOR:
TEXAS
REPORT OF DENSITY OF SOIL AND SOIL-AGGREGATE IN PLACE BY
NUCLEAR METHODS (SHALLOW DEPTH) - ASTM D-2922
DENSITY TESTS FOR: WIND DANCE PLACE
MATERIAL SOURCE: ON SITE
MINIMUM SPECIFIED DENSITY: 95 PERCENT OF LABORATORY MAXIMUM.
TEST TEST LOCATION PERCENT DRY DENSITY PERCENT
NO. CHORIZ AND VERTICAL CONTROL} MOISTURE LBS/CF OF MAX
16
STA 4+50
2 FT. BELOW GRADE
AUGUST 14 AT 1:10 PM
20.5 103.1 85.8 $
NOTE: ASTERISK INDICATES VALUE LESS THAN SPECIFIED MINIMUM.
MAX LABORATORY DENSITY OF 120.1 LBS/CF AT 11.~ PERCENT OPTIMUM MOISTURE
REPORTED ON LAB NO. D53971 TECHNICIAN'S NAME: ARTHUR ETI-~RLY
SOIL CLASSIFICATION: BROWNISH GRAY CLAYEY SILT
REMARKS:
COPIES TO:
3-PERSING EXCAVATING
INC.
WLL/ASTM2922/0.4/
SOUTHWESTERN LABORATOI: ;S. INC.
Construction materials testing, analytical chemistry and geotechnical engineering
P.O. Box 224227 · 2575 Lone Star Drive · Dallas, Texas 75264 · 214/631-2700
PERSING EXCAVATING
ATTN: DAN PERSING
590& YACHT CLUB DRIVE
ROCKWALL, TEXAS 75087
AUGUST 21, 1985
JOB FILE NO. 3331501
LAB NO. D-53973-E
PROJECT NAME: WIND DANCE SUB-DIVISION/
ARCHITECT/ENGINEER: CITY OF COPPELL
GENERAL CONTRACTOR:
COPPELL, TEXAS
REPORT OF DENSITY OF SOIL AND SOIL-AGGREGATE IN PLACE BY
NUCLEAR METHODS (SHALLOW DEPTH) - ASTM D-2922
DENSITY TESTS FOR: HARRIS STREET
MATERIAL SOURCE: ON SITE
MINIMUM SPECIFIED DENSITY: 95 PERCENT OF LABORATORY MAXIMUM.
TEST TEST LOCATION PERCENT DRY DENSITY PERCENT
NO. (HORIZ AND VERTICAL CONTROL) MOISTURE LBS/CF OF MAX
10
STA 0+75
FINAL LIFT
AUGUST 14 AT
12:00 PM 7.3 114.4 89.4
11
STA 3+00
FINAL LIFT
AUGUST 14 AT
12:10 PM 3.4 117.5
12
STA 6+00
FINAL LIFT
AUGUST 14 AT
12:20 PM 5.4 117.4 91.8
NOTE: ASTERISK INDICATES VALUE LESS THAN SPECIFIED MINIMUM.
MAX LABORATORY DENSITY OF 127.9 LBS/CF AT 8.8 PERCENT OPTIMUM MOI8TURE
REPORTED ON LAB NO. D53~72 TECHNICIAN'S NAME: ARTHUR ETHERLY
SOIL CLASSIFICATION: GRAY DECOMPOSED LIMESTONE GRAVEL & ASPHALT
REMARKS:
COPIES TO:
3-PERSING EXCAVATING
RODNEY dT.~G~DON C.E.T.
INC.
WLL/ASTM2922/0.4/