Stoneleigh P2-LR001130 REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTING, INC.
2209 Vtr~consln St., Suite 100
Dallas, Texas 7~229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR SPRING VALLEY CONSTRUCTION DATE 11/30/00
DALLAS. TEXAS
PROJECT STONELEIGH ~ RIVERCHASE OUR REPORT NO. 00652-37
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPT~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
261 11/30/00 FG 2 17.5 108.5 19.2 104 96 1-A
262 11/30/00 FG 2 17.5 108.5 21.1 104 96 1-A
263 11/30/00 FG 2 17.5 108.5 19.7 106 97 1-A
264 11/30100 FG 2 17.5 108.5 21.2 104 96 1 -A
265 11/30/00 FG 2 17.5 108.5 18.5 108 100 1-A
266 11/30/00 FG 2 17.5 108.5 20.8 106 97 1 -A
TEST LOCATION:
261 20' WEST AND 25' NORTH FROM THE SOUTHEAST CORNER OF BUILDING PAD #11
262 20' WEST AND 55' NORTH FROM THE SOUTHEAST CORNER OF BUILDING PAD #11
263 15' EAST AND 25' SOUTH FROM THE NORTHWEST CORNER OF BUILDING PAD #11
264 25' EAST AND 20' NORTH FROM THE SOUTHWEST CORNER OF BUILDING PAD #5
265 20' EAST AND 45' NORTH FROM THE SOUTHWEST CORNER OF BUILDING PAD #5
266 20' WEST AND 15' SOUTH FROM THE NORTHEAST CORNER OF BUILDING PAD #5
CC: LARRY DAVIS, CITY OF COPPELL - LANNY ALLISON, CITY OF COPPELL -
JAN BERTRAND, CITY OF COPPELL
1. FILL A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2 NATURAL SUBGRADE B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3. LIME STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST
Geotechnical Engineering · Construction Materials Tosting · Environmental Engineenng
REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTING, INC.
220914r~consin St., Suite 100
Do#os. Texos 70229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR SPRING VALLEY CONSTRUCTION DATE 11/30/00
DALLAS, TEXAS
PROJECT STONELEIGH ~ RIVERCHASE OUR REPORT NO. 00652-37
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPT~ NUMBER MOISTURE DRY D~NSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
261 11/30/00 FG 2 17.5 108.5 19.2 104 96 1-A
262 11/30/00 FG 2 17.5 108.5 21.1 104 96 1-A
263 11/30/00 FG 2 17.5 108.5 19.7 106 97 1-A
264 11/30/00 FG 2 17.5 108.5 21.2 104 96 1-A
265 11/30/00 FG 2 17.5 108.5 18.5 108 100 1-A
266 11/30/00 FG 2 17.5 108.5 20.8 106 97 1-A
TEST LOCATION:
261 20' WEST AND 25' NORTH FROM THE SOUTHEAST CORNER OF BUILDING PAD #11
262 20' WEST AND 55' NORTH FROM THE SOUTHEAST CORNER OF BUILDING PAD #11
263 15' EAST AND 25' SOUTH FROM THE NORTHWEST CORNER OF BUILDING PAD #11
264 25' EAST AND 20' NORTH FROM THE SOUTHWEST CORNER OF BUILDING PAD #5
265 20' EAST AND 45' NORTH FROM THE SOUTHWEST CORNER OF BUILDING PAD #5
266 20' WEST AND 15' SOUTH FROM THE NORTHEAST CORNER OF BUILDING PAD #5
CC: LARRY DAVIS, CITY OF COPPELL - LANNY ALLISON, CITY OF COPPELL -
/
1.FILL wA IN PLACE PERCENT IVlO~.~I~RE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2 NATURAL SUBGRAOE B PERCENT COMPACTK:)N DOES NOT COMPLY WITH SPECIFICATIONS
3.LIME STABILIZED C PERCENT IN PLACE MOISTURE DO~$ NOT COMPLY WITH SPECIFICATIONS
4 CEMENT TREATED D RETEST '~'AL~T~SI~I~I I~cO~ ~
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering
REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTING, INC.
2209 Vtr~consin St., Suite 100
Dallas. Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR SPRING VALLEY CONSTRUCTION DATE 11/30/00
DALLAS, TEXAS
PROJECT STONELEIGH ~ RIVERCHASE OUR REPORT NO. 00652-37
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPTH~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
261 11/30/00 FG 2 17.5 108.5 19.2 104 96 1-A
262 11/30/00 FG 2 17.5 108.5 21.1 104 96 1-A
263 11130/00 FG 2 17.5 108.5 19.7 106 97 1 -A
264 11/30/00 FG 2 17.5 108.5 21.2 104 96 1 -A
265 11/30/00 FG 2 17.5 108.5 18.5 108 100 1-A
266 11/30/00 FG 2 17.5 108.5 20.8 106 97 1 -A
TEST LOCATION:
261 20' WEST AND 25' NORTH FROM THE SOUTHEAST CORNER OF BUILDING PAD #11
262 20' WEST AND 55' NORTH FROM THE SOUTHEAST CORNER OF BUILDING PAD #11
263 15' EAST AND 25' SOUTH FROM THE NORTHWEST CORNER OF BUILDING PAD #11
264 25' EAST AND 20' NORTH FROM THE SOUTHWEST CORNER OF BUILDING PAD ~5
265 20' EAST AND 45' NORTH FROM THE SOUTHWEST CORNER OF BUILDING PAD #5
266 20' WEST AND 15' SOUTH FROM THE NORTHEAST CORNER OF BUILDING PAD #5
CC: LARRY DAVIS, CITY OF COPPELL LANNY ALLISON, CITY OF COPPELL
. ,/
1. FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3. LIME STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
II/I
REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St., Suite I00
Do#os, Texas 76229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR SPRING VALLEY CONSTRUCTION DATE 11/30/00
DALLAS, TEXAS
PROJECT STONELEIGH t~ RIVERCHASE OUR REPORT NO. 00652-37
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPT~,~ NUMBER MOISTURE DRY D~NSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PGF
261 11/30/00 FG 2 17.5 108.5 19.2 104 96 1-A
262 11130/00 FG 2 17.5 108.5 21.1 104 96 1-A
263 11/30100 FG 2 17.5 108.5 19.7 106 97 1-A
264 11/30/00 FG 2 17.5 108.5 21.2 104 96 1-A
265 11/30/00 FG 2 17.5 108.5 18.5 108 100 1-A
266 11/30/00 FG 2 17.5 108.5 20.8 106 97 1 -A
TEST LOCATION:
261 20' WEST AND 25' NORTH FROM THE SOUTHEAST CORNER OF BUILDING PAD #11
262 20' WEST AND 55' NORTH FROM THE SOUTHEAST CORNER OF BUILDING PAD #11
263 15' EAST AND 25' SOUTH FROM THE NORTHWEST CORNER OF BUILDING PAD #11
264 25' EAST AND 20' NORTH FROM THE SOUTHWEST CORNER OF BUILDING PAD #5
265 20' EAST AND 45' NORTH FROM THE SOUTHWEST CORNER OF BUILDING PAD #5
266 20' WEST AND 15' SOUTH FROM THE NORTHEAST CORNER OF BUILDING PAD #5
CC: LARRY DAVIS, CITY OF COPPELL LANNY ALLISON, CITY OF COPPELL
JAN BERTRAND, CITY OF COPPELL ·~r/gT~~,~' .~/
1. FILL * A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBORADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS pe
3. LIME STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4 CEMENT TREATED D RETEST /' ~'"'-
Geotechnical Engineering · Construction Marshals Testing · Environmental Engineering ~