Magnolia Village-LR011001 REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023 ·
TESTED FOR CONSTRUCTION MANAGEMENT GROUP DATE 10/01/01
DALLAS, TEXAS
PROJECT MAGNOLIA RETAIL OUR REPORT NO. 01614-42
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID om~uu MAXIMUM LAB IN PLACE IN ~ P~I~CENT
NO. DATEDEPTH'~ NUMBER ~ DffiY ~ MOIb~FURE DRY Dr~N~TY COMP~ON COMMENT*
% ~ % PCF
98 10/01101 FG 3 8.0 126.5 4.6 106 84 1-BC
99 10/01/01 FG 3 8.0 126.5 5.7 85 67 1-BC
100 10101101 FG 3 8.0 126.5 4.4 87 68 1-BC
TEST LOCATION: ~
98 SOUTH BOUND RIGHT TURN IN ON DENTON TAP ROAD AT PAVING STATION ffi:)+10
99 SOUTH BOUND RIGHT TURN IN ON DENTON TAP ROAD AT PAVING STATION ffi:]+60
100 SOUTH BOUND RIGHT TURN IN ON DENTON TAP ROAD AT PAVING STATION #1+00
CC: LARRY DAVES, CITY OF COPPELL - LEE STONE, 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 R~pectf~
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS ~ Jj
4. CEMENT TREATED D. RETEST
Geotechnical Engineedng · Construction Materials Testing · Environmental Engineering · Consulting
REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St.. Sutte 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR CONSTRUCTION MANAGEMENT GROUP DATE 10/01/01
DALLAS, TEXAS
PROJECT MAGNOLIA RETAIL OUR REPORT NO. 01614-41
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID OP~4UM MAXJMUM LAB IN PLACE IN Pt. ACE PERCENT
NO. DATEDEPTH'"~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DEN.SITY COMPACTION COMMENT*
% PCF % PCF
93 10101/01 FG-4.0 1 14.5 107 16.9 107 100 1-A
94 10/01/01 FG-3.0 1 14.5 107 16.9 106 99 1-A
95 10101/01 FG-2.0 1 14.5 107 17.0 107 100 1-A
96 10/01/01 FG-1.0 I 14.5 107 17.6 105 98 1-A
97 10101/01 FG 1 14.5 107 16.6 107 100 1-A
TEST LOCATION:
93 WATER LINE, 20' WEST AND 10' SOUTH FROM NORTHWEST CORNER OF BUILDING PAD
94 WATER LINE, 20' WEST AND 10' SOUTH FROM NORTHWEST CORNER OF BUILDING PAD
95 WATER LINE, 20' WEST AND 10' SOUTH FROM NORTHWEST CORNER OF BUILDING PAD
96 WATER LINE, 20' WEST AND 10' SOUTH FROM NORTHWEST CORNER OF BUILDING PAD
97 WATER LINE, 20" WEST AND 10' SOUTH FROM NORTHWEST CORNER OF BUILDING PAD
- LEE STONE, CITY OF COPPELL
1. FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPEClFI
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLYWlTH SPECIFICATIONS
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST
of our name & test results must rece/ve our wflt~n approval. Test resufl:a & reports apply only to the sample~ tested and/or obse~ed, and are not indica~ ' ' ..~pecimens.
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting