ST9302-LR010426 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 CITY OF COPPELL DATE 04/26/01
COPPELL, TEXAS
PROJECT SANDY LAKE ROAD OUR REPORT NO. 98881-190
PROJECT NO. ST 93-02
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPT~,,~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT"
% PCF % PCF
578 04/26/01 FG 10L 16.5 105 20.4 104 99 3-A
579 04/26/01 FG 10L 16.5 105 19.4 103 98 3-A
580 04/26/01 FG 10L 16.5 105 19.3 105 100 3-A
581 04/26/01 FG 15L 13.7 109.4 15.7 106 96 3-A
582 04/26/01 FG 15L 13.7 109.4 15.3 107 98 3-A
583 04/26/01 FG 15L 13.7 109.4 13.9 105 96 3-A
584 04/26/01 FG 10L 16.5 105 18.9 106 101 3-A
TEST LOCATION:
578 EASTBOUND LANEOF SANDY LAKE ROAD AT STATION #56+50 (RIGHT OF CENTER LINE)
579 EASTBOUND LANE OF SANDY LAKE ROAD AT STATION #57+50 (CENTER LINE)
580 EASTBOUND LANE OF SANDY LAKE ROAD AT STATION #58+50 (LEFT OF CENTER LINE)
581 EASTBOUND LANE OF SANDY LAKE ROAD AT STATION #59+50 (CENTER LINE)
582 EASTBOUND LANE OF SANDY LAKE ROAD AT STATION #60+50 (RIGHT OF CENTER LINE)
583 EASTBOUND LANE OF SANDY LAKE ROAD AT STATION #61 +50 (CENTER LINE)
584 EASTBOUND LANE OF SANDY LAKE ROAD AT STATION #62+50 (LEFT OF CENTER LINE)
CC: CITY OF COPPELL, ED BELL CONSTRUCTION //~/ /
1. FILL · A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4 CEMENT TREATED D RETEST
Our tesl results & reports are Ior the excluswe use of Ihe Client (and Iheir destgnated recipients on file ~n our office) and shall not be reproduced and/or dislrib . The use
indicative of Ihe c ec~mens
ol our name & tesl results must re(:elve our wntten approval Test resulls & repods apply only to Ihe samples lested and/or observed, and are not ' apparently
Geotechn/ca/ Eng#~een:ng · Construct/on Maten;a/s Test/ng · Env/~onmenta/ Eng/heen;ng · Consu/t/hg
REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Daflas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR CITY OF COPPELL DATE 04/26/01
COPPELL, TEXAS
PROJECT SANDY LAKE ROAD OUR REPORT NO. 98881-190A
PROJECT NO. ST 93-02
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE iN PLACE PERCENT
NO. DATEDEPTH'~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
585 04/26/01 FG 10L 16.5 105 19.2 101 96 3-A
586 04/26/01 FG 16L 14.0 113.5 14.0 111 98 3-A
567 04/26/01 FG 16L 14.0 113.5 15.2 110 97 3-A
588 04/26/01 FG-1.0 12 13.5 109.7 17.4 108 99 l-A
589 04/26/01 FG-2.0 12 13.5 109.7 17.3 109 100 1 -A
590 04/26/01 FG-3.0 12 13.5 109.7 17.0 111 101 l-A
591 04/26/01 FG-2,0 12 13.5 109.7 16.5 108 99 1-A
TEST LOCATION:
585 EASTBOUND LANE OF SANDY LAKE ROAD AT STATION #63+50 (CENTER LINE)
586 EASTBOUND LANE OF SANDY LAKE ROAD AT STATION #64+50 (RIGHT OF CENTER LINE)
587 EASTBOUND LANE OF SANDY LAKE ROAD AT STATION #65+50 (CENTER LINE)
588 EXISTING 30" WATER LINE AT STATION #73+75
589 NEW 30" WATER LINE AT STATION #73+75
590 EXISTING 30" WATER LINE AT STATION #72+20
591 NEW 30" WATER LINE AT STATION #71+60
CC: CITY OF COPPELL, ED BELL CONSTRUCTION__ ~~~/~/,.////~',,.
1 FILL ' A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS y Su ~
3. LIME STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS /~,
4 CEMENT TREATED D RETEST ,~ '
/
of our name & tesl results must receive our wntten approval Test resulls & reports apply only to Ihe samples tested and/or observed, and are not indicative of thelual~es /~pPT' similar specimens
Geotechn/ba/ Engineering · Construct/on Mater/a/s Test/ng· Env/Yonmenta/ Eng/neering · Consu/t/ng
REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTINg, INC.
2209 Wisconsin St., Suite 100
Daflas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR CITY OF COPPELL DATE 04/26/01
COPPELL, TEXAS
PROJECT SANDY LAKE ROAD OUR REPORT NO. 98881-190B
PROJECT NO. ST 93-02
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDE PTH~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
592 04/26101 FG-4.0 6 12.5 111.2 12.6 112 101 1-A
593 04/26/01 FG-2.0 6 12.5 111.2 12.6 114 102 1-A
594 04/26/01 FG-2.0 6 12.5 111.2 14.0 109 98 1-A
595 04/26/01 FG-2.0 6 12.5 111.2 13.3 109 98 1-A
596 04126101 FG-4.0 6 12.5 111.2 13.1 108 97 1 -A
TEST LOCATION:
592 EXISTING 30' WATER LINE AT STATION #80+35
593 EXISTING 30' WATER LINE AT STATION #80+35
594 EXISTING 30' WATER LINE AT STATION #85+70
595 NEW 30' WATER LINE AT STATION #104+55
596 NEW 30' WATER LINE AT STATION #104+55
cc: CITY OF COPPELL, ED BELL CONSTRUCTION ,~ ///~/ /
//
1 FILL ' A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS ,~
3 LIME STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WiTH SPECIFICATIONS ~
4 CEMENT TREATED D RETEST ~ALPH,~ ss'a
Our test resutts & reports are for the exclusrve use of the Ci*ent (and their desK:Jnated recipients on file in our office) and shall not be reproduced and/or distr~JlCuted exc~:~t ~ e ~HA The use
of our name & test results must recerve our wr~ten approval Test results & reports apply only to the samples tested and/or observed and are not indicative of the q~lrbe )f apparently or s~mdar specimens
Geotechnical Engineenng · Construction Materials Testing · Environmental Engineering · Consu/ting