Townhouses-LR010809 REPORT OF FIELD
1/ik- 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 LEMP DEVELOPMENT DATE 08/09/01
DALLAS, TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-178
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
2193 08/09/01 FG-7.0 7 23.0 98 26.9 94 96 1-AD
2194 08/09/01 FG-7.0 7 23.0 98 24.6 96 98 1-AD
2195 08/09/01 FG-6.0 7 23.0 98 25.8 95 97 1-A
2196 08/09/01 FG-6.0 7 23.0 98 23.8 96 98 1-A
2197 08/09/01 FG-5.0 7 23.0 98 25.3 94 96 1-A
2198 08/09/01 FG-5.0 7 23.0 98 25.3 95 97 1-A
TEST LOCATION: 6X4 BOX CULVERT LINE A
2193 RETEST OF TEST#2199 ON 5/9/01
2194 RETEST OF TEST#2200 ON 5/9/01
2195 NORTH SIDE OF BOX CULVERT AT STATION#2+50
2196 SOUTH SIDE OF BOX CULVERT AT STATION#2+50
2197 NORTH SIDE OF BOX CULVERT AT STATION#2+65
2198 SOUTH SIDE OF BOX CULVERT AT STATION#7+50
CC: STEVE TOPLTEZ, ANDANTE - GARRETH CAMPBELL, 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 .pec• ly Su• ./-d
3. LIME STABILIZED C. PERCENT IN_PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST _ ALPH' = G,INC.
Our test results&reports are for the exclusive use of the Client(and their designated recipients on file in our office)and shall not be reproduced and/or distribut-d except 'th e ress approval of. PHA. The use
of our name&test results must receive our written approval. Test results&reports apply only to the samples tested and/or observed,and are not indicative of the quar es of-•parently identical similar specimens.
Geotechn/cai Engineering 1 Construction Materials Testing /Environmental Engine&/iny N Consulting
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 LEMP DEVELOPMENT DATE 09-Aug-01
DALLAS, TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-179
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
2199 9-Aug FG-7.0 7 23.0 98 22.1 83 85 1-BC
2200 9-Aug FG-7.0 7 23.0 98 15.8 94 96 1-C
TEST LOCATION:
2199 BOX CULVERT LINE"A"LOT#4 STA.2+60(NORTH SIDE)
2200 BOX CULVERT LINE"A"LOT#4 STA.2+60(SOUTH SIDE)
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CC: Lemp Dev.;Greg Lemp,Andate;Steve Topltez,City of Coppell;Garreth Campbell
1. FILL •A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS -espectfully Sub
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST
Our test results&reports are for the exclusive use of the Client(and their designated recipients on file in our office)and shall not be reproduced and/or distrib •ex -•bow ••ress approval of AL- The use
of our name&test results must receive our written approval. Test results&reports apply only to the samples tested and/or observed,and are not Indicative o the qualities of apparently identical• -imilar specimens.
Geotechnical Engineering !b Construction Materials Testing pi Environmental Engineering P7 Consulting