Town Center L4B1-LR010813ALPHA TESTING, INC.
220~ Wisconsin St., Suite 100
Dallos, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR CONSTRUCTION MANAGEMENT GROUP DATE 08/13/01
DALLAS, TEXAS
PROJECT COPPELL TOWN CENTER OUR REPORT NO. 01612-9
COPPELL, TEXAS
TEST DATA:
NO. DATEDEPTH"~ NUMBER MOI~RJRE DRY DIENS[TY MOISTURE DRY DENSITY COMPACTION COMMENT*
15 08/13/01 FG 01614~2 14.0 114 14.4 111 98 1-A
16 08/13/01 FG 01614/2 14.0 114 15.6 110 97 1-A
17 08~13101 FG 01614/2 14.0 114 14.5 113 99 1-A
18 08/13/01 FG 01614~2 14.0 11'4 14.6 114 100 1-A
19 08/13/01 FG 0161412 14.0 114 16.0 111 98 1-A
20 08/13/01 FG 01614/2 14.0 114 15.4 114 100 1-A
21 08/13/01 FG 0161412 14.0 114 14.4 112 98 1-A
TEST LOCATION:
15 10' NORTH AND 30' EAST FROM SOUTHWEST CORNER OF BUILDING PAD #1
16 20' NORTH AND 80' EAST FROM SOUTHWEST CORNER OF BUILDING PAD #1
17 15' NORTH AND 50' EAST FROM SOUTHWEST CORNER OF BUILDING PAD #1
18 25' NORTH AND 60' EAST FROM SOUTHWEST CORNER OF BUILDING PAD #2
19 15' NORTH AND 40' EAST FROM SOUTHWEST CORNER OF BUILDING PAD #2
20 40' NORTH AND 80' EAST FROM SOUTHWEST CORNER OF BUILDING PAD #2
21 10' NORTH AND 70' EAST FROM SOUTHWEST CORNER OF BUILDING PAD #3
CC: Constr. Mngt. Group; Jeff Miller, City of Coppell; Larry Dave$, Lee Stone
1. FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS;ATIONS .~
2 NATURAL SU~GRADE B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS R~oe~
3 LIME STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENTTREATED D RETEST
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting
ALPHA TESTING, INC.
220~ Wisconsin St., Suite
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR CONSTRUCTION MANAGEMENT GROUP DATE 08/13/01
DALLAS, TEXAS
PROJECT COPPELL TOWN CENTER OUR REPORT NO. 01612-9A
COPPELL, TEXAS
TEST DATA:
TEST ELEV'i NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY CaM PAC~rlON COMMENT*
NO. DATE i % PCF % PCF
22 08/13/01 FG 01614/2 14.0 114 14.6 111 97 1-A
23 08/13/01 FG 0161412 14.0 114 14.8 112 98 1-A
TEST LOCATION:
22 30' NORTH AND 90' EAST FROM SOUTHWEST CORNER OF BUILDING PAD #3
23 15' NORTH AND 50' EAST FROM SOUTHWEST CORNER OF BUILDING PAD #3
1 FILL * A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WiTH SPECIFICATIONS
2 NATURAL SUBGRADE B. PERCENT COMPACTION DO~S NOT COMPLY WITH SPECIFICATIONS ittsc ~
43' CEMENT TREATEDLIME STABILIZED CD RETEsTPERCENT IN PLACE MOISTURE DO~S NOT COMPLY WITH SPECIFICATIONS ~AT~/~G, INC
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting