Stoneleigh P2-LR000905 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 SPRING VALLEY CONSTRUCTION DATE 09/05/00
DALLAS, TEXAS
PROJECT STONELEIGH @ RIVERCHASE OUR REPORT NO. 00652-8
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPTH'~ NUMBER MOISTURE DRY DENSlT~ MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
43 09/05/00 SG 2 17.5 108.5 17.7 106 98 2-AD
44 09/05/00 SG 2 17.5 108.5 20.9 103 95 2-AD
45 09/05/00 SG 2 17.5 108.5 19.6 106 98 2-A
46 09/05/00 SG 2 17.5 108.5 18.2 107 98 2-A
47 09/05/00 SG 2 17.5 108.5 19.4 105 97 2-A
48 09/05/00 SG 2 17.5 108.5 19.4 105 97 2-A
49 09/05/00 SG 2 17.5 108.5 18.9 105 97 2-A
TEST LOCATION:
43 RETEST OF TEST #30 PERFOMRED ON 8/30/00
44 RETEST OF TEST #31 PERFORMED ON 8/30/00
45 BUILDING PAD #G-2 - 10' NORTH AND 25' EAST FROM THE SOUTHWEST CORNER
46 BUILDING PAD #G-2 - 15' SOUTH AND 35' WEST FROM THE NORTHEAST CORNER
47 BUILDING PAD #12-A - 20' NORTH AND 10' EAST FROM THE SOUTHWEST CORNER
48 BUILDING PAD #12-A - 10' SOUTH AND 15' WEST FROM THE NORTHEAST CORNER
49 BUILDING PAD #12-B - 10' SOUTH AND 20' WEST FROM THE NORTHEAST CORNER
CC: LARRY DAVIS, CITY OF COPPELL - LANNY ALLISON, CITY OF COPPELL
JAN BERTRAND, CITY OF COPPELL ~
FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
NATURAL SUBGRADE B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS R
UME STABIMZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
CEMENT TREATED O. RETEST
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting
REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTING, INC.
2209~St.,SUlte I00
Doflos. Texas 75229
972/6208911 - 97~7 (Metro)
FAX: 972/406-8023 r~
TESTED FOR SPRING VALLEY CONSTRUCTION DATE 09/05/00
DALLAS, TEXAS
PROJECT STONELEIGH ~ RIVERCHASE OUR REPORT NO. 00652-8A
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID om'~uuu = L~ ~ ~=t.~,CE ~N ~ ~
NO. DATE DEPTi~ NUMBER uO~mt~ ~OENsrrY UO~"nJ~E Dm'~ COU~,~ COMMENT*
50 09/05/00 SG 2 17.5 108.5 18.9 105 97 2-A
51 09/05/00 FG-3.0 2 17.5 108.5 19.0 105 96 1-A
52 09/05/00 FG-2.0 2 17.5 108.5 18.1 106 98 1-A
53 09/05/00 FG-1.0 2 17.5 108.5 18.3 107 99 1-A
54 09/05/00 FG 2 17.5 108.5 18.7 107 99 1-A
55 09/05/00 FG-2.0 2 17.5 108.5 19.7 106 97 1-A
56 09/05/00 FG-1.0 2 17.5 108.5 18.8 107 99 1-A
TEST LOCATION:
50 BUILDING PAD #12-B - 15' NORTH AND 15' EAST FROM THE SOUTHWEST CORNER
51 18" STORM SEWER LINE C AT STATION ffi)+50
52 18" STORM SEWER UNE C AT STATION ffi)+55
53 18" STORM SEWER LINE C AT STATION ffi)+60
54 18" STORM SEWER LINE C AT STATION ffi)+62
55 30" STORM SEWER LINE B AT STATION #1+00
56 30" STORM SEWER LINE B AT STATION #1+02
CC: LARRY DAVIS, CITY OF COPPELL - LANNY ALLISON, CITY OF COPPELL -
JAN BERTRAND, CITY OF COPPELL ,//
$.
REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTING, INC.
2209~~t.,Suite 100
Do#as, Texas 75229
972/620-8911 - 972/263-4937 (?t/let~)
FAX: 972/x~8023
TESTED FOR SPRING VALLEY CONSTRUCTION DATE 09/05/00
DALLAS, TEXAS
PROJECT STONELEIGH ~ RIVERCHASE OUR REPORT NO. 00652-8B
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID om~uu
NO. DATE DEPTHS,,,, NUMBER UO~STU~E ~y ~ ~ ~ ~ ~A~ C~EN~
57 09~5~ FG 2 17.5 108.5 20.6 108 99 1-A
58 ~5~ FG-3.0 2 17.5 106.5 18.4 107 g9 1-A
59 09~5~ FG-2.0 2 17.5 108.5 20.7 107 99 1 -A
60 09~0 FG-1.0 2 17.5 108.5 20.0 105 97 1-A
61 09~5~0 FG 2 17.5 108.5 18.6 108 99 1-A
62 09~5~0 FG-3.0 2 17.5 108.5 18.9 107 98 1-A
63 09~5~0 FG-1.0 2 17.5 108.5 20.2 1~ ~ 1-A
TEST LO~ATION: '
57 30 STORM SEWER UNE B AT STATION ~1+05
58 2~ STORM SE~R LINE B AT STATION ~+50
_
59 27. STORM SEWER UNE B AT STATION ~+52
60 27 STORM SE~R LINE B AT STATION ~+55
61 27" STORM SE~R UNE B AT STATION ~+60
62 21 "' STO~ SE~R UNE BL-1 AT STATION ~ +00
63 21" STORM SE~R ENE BL-1 AT STATION ~1+02
CC: ~RY DA~S, Cl~ OF COPPE~ -
J~ BERT~, Cl~ OF COPPE~
~. ~~ c. ~.~~~~,~~ ~ ~1 /1~1
Y
REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTIN( , INC.
22O9 Wisconsin St., Suite I00
Dollos, Texas 75229
972/620-8911 - 972/263-4937 (Meho)
FAX: ~72/406-8023
TESTED FOR SPRING VALLEY CONSTRUCTION DATE 09~05~00
DALLAS, TEXAS
PROJECT STONELEIGH ~ RIVERCHASE OUR REPORT NO. 00652-8C
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID om~uu ~ L~ ,N PC~CE iN ~C~CE ~=RCENT
NO. DATE DEPTH'~ NUMBER UO~S'n.~E ~ ~ uo~ru~E DRYOENSn'Y COM~AC'~ON COMMENT*
~ PCF ~A PCF
64 09/05/00 FG-1.0 2 17.5 108.5 18.6 104 96 1-A
65 09105/00 FG 2 17.5 108.5 19.6 106 98 1-A
TEST LOCATION:
64 21" STORM SEWER LINE BL-1 AT STATION #1+05
65 21" STORM SEWER LINE BL-1 AT STATION #1+10
CC: LARRY DAVIS, CITY OF COPPELL - LANNY ALLISON, CITY OF COPPELL -
JAN BERTRAND, CITY OF COPPELL /I///')/
1. FILL · A. INPt. ACEPERCENTMO~-'tURE/M~IOPERCENI'COMPACIIONCOMPLy'wI'I'HSPEClFICA'I1ONS
3. UMESTABa ~-n C. PERCENTINPI~d~EMOISllJREDOESNOT~YVVlTHSPEC;FICATIONS ,
4. CEMENT1REAll;D D. RETEfT
Geotechnical Engineering · Consbuction Materiels Testing · Environmental Enginee#ng · ConSulting [ /