Stoneleigh P2-LR000830 REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTING, INC.
220~~St.,Su#e
~ 1'exc~
972/6208911 - 972/263-,4937
FAX: 972/~06-8Q23
TESTED FOR SPRING VALLEY CONSTRUCTION DATE 08/30/00
DALLAS, TEXAS
PROJEGT STONELEIGH l~ RIVERGHASE OUR REPORT NO. 00652-5A
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID om'~tu~ ~ L~ ,,~ F't. ACE ~, Pi. ACE ~CENT
NO. DATE DEPT~,.,~ NUMBER ~;u~E Dm'D6~n~ ~OS'nJ~ D~ Dg,~srrY CO~AC~ GOMMENT*
22 08/30100 FG-1.0 2 17.5 108.5 18.7 108 100 1-A
23 08/30/00 FG 2 17.5 108.5 17.5 108 100 1 -A
24 08/30/00 FG.-3.0 2 17.5 108.5 20.3 106 g8 1-A
25 08/30/00 FG-2.0 2 17.5 108.5 17.8 108 100 1-A
26 08/30/00 FG-1.0 2 17.5 108.5 18.5 108 g9 1-A
27 08/30/00 FG 2 17.5 108.5 19.0 107 g8 1 -A
28 08/30100 SG 2 17.5 108.5 lg.7 104 96 2-A
TEST LOGATION:
22 24' RGP STORM SEWER LINE A AT STATION #0+55
23 24" RGP STORM SEWER UNE A AT STATION #0+60
24 18" RGP STORM SEWER LINE A-1 AT STATION #0+85
25 '18" RCP STORM SEWER UNE A-1 AT STATION fK)+88
26 18" RGP STORM SEWER UNE A-1 AT STATION ~0+90
27 18' RGP STORM SEWER UNE A-1 AT STATION #1+00
28 35' NORTH AND 20' EAST OF THE SOUTHWEST GORNER OF BUILDING PAD #3
CG: LARRY DAVIS, GITY OF GOPPELL LANNY ALLISON, CITY OF COPPELL
1. FILL * /L IN P~EI~RGi~'MOt~qllJI~ANDPERC~3~TCOMPACTIC~I~Y~S~FIC;ATIOI~
3. LIN~.ST/~ C. PERCENTINPLACEI~DOESNOTCOkIPLYWI'I~ISPECIFICATIONS
4. CE~'ITeEA'IED D. RETEST
Geotechn/cs/ Eng/neer~ · Construct/on Meter/a/s Test~rig · Env/ronmenta/ Eng/neer/ng
REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTING, INC.
220~W1scott~St.,Sulte 100
Dolk~ Texos 7522P
972/620-8911 - 972/2t53.4937 Oriels)
FAX: ~72/406-8023
TESTED FOR SPRING VALLEY CONSTRUCTION DATE 08/30/00
DALLAS, TEXAS
PROJECT STONELEIGH Q RIVERCHASE OUR REPORT NO. 00652-5B
COPPELL, TEXAS
TEST DATA:
TEST ~ELEV. SOIL ID om~u~
NO. DATE ~ NUMBER ~ o~Y ~ ~ao~ru~i ~y O~NS~Y CO~mO, COMMENT*
29 08/30/00 SG 2 17.5 108.5 21.2 105 97 2-A
30 08/30/00 SG 2 17.5 108.5 7.4 117 108 2-BC
31 08/30/00 SG 2 17.5 108.5 8.9 114 105 2-BC
32 08/30/00 SG 2 17.5 108.5 21.3 104 96 2-A
33 08/30/00 SG 2 17.5 108.5 21.2 105 96 2-A
34 08/30/00 SG 2 17.5 108.5 17.9 105 97 2-A
35 08/30/00 SG 2 17.5 108.5 19.0 105 97 2-A
TEST LOCATION:
29 40' SOUTH AND 15' WEST OF THE NORTHEAST CORNER OF BUILDING PAD #3
30 20' SOUTH AND 35' EAST OF THE NORTHWEST CORNER OF BUILDING PAD #2
31 25' NORTH AND 30' WEST OF THE SOUTHEAST CORNER OF BUILDING PAD #2
32 15' SOUTH AND 15' EAST OF THE NORTHWEST CORNER OF BUILDING PAD #1
33 20' NORTH AND 15' WEST OF THE SOUTHEAST CORNER OF BUILDING PAD #1
34 40' SOUTH AND 20' WEST OF THE NORTHEAST CORNER OF BUILDING PAD #11
35 40' NORTH AND 25' EAST OF THE SOUTHWEST CORNER OF BUILDING PAD #11
CC: LARRY DAVIS, CITY OF COPPELL - LANNY ALUSON, CITY OF COPPELL -
JAN BERTRAND, CITY OF COPPELL
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REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTIN( , INC.
2209 ~ St., Suite 100
Dalk~ Texas 7,5229
972/620-8911 - 972./263-4937 (Metro)
FAX: ~72/406-8023
TESTED FOR SPRING VALLEY CONSTRUCTION DATE 08/30/00
DALLAS, TEXAS
PROJECT STONELEIGH ~ RIVERCHASE OUR REPORT NO. 00652-5
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID oP'mau~ MA,X~aUM c~a IN ~ IN Pt.~CE ~ERCENT
NO. DATE DEPTH'~ NUMBER MOISTURE DRY DENSITY MCgb'i~RE DRY DENSnY COMPAC'nON COMMENT*
15 08/30100 FG 2 17.5 108.5 19.2 106 98 1-A
16 08/30100 FG-3.0 2 17.5 108.5 18.9 107 99 1-A
17 08/30/00 FG-2.0 2 17.5 108.5 18.5 108 99 1-A
18 08/30100 FG-1.0 2 17.5 108.5 19.3 108 100 1-A
19 08/30/00 FG 2 17.5 108.5 19.6 106 98 1-A
20 08/30100 FG-3.0 2 17.5 108.5 20.9 104 96 1-A
21 08/30/00 FG-2.0 2 17.5 108.5 19.6 107 98 I-A
TEST LOCATION:
15 12" WATER MAIN 40' WEST OF SOUTHWEST CORNER OF BUILDING #26
16 12" WATER MAIN 40' WEST OF SOUTHWEST CORNER OF BUILDING fY24
17 12" WATER MAIN 40' WEST OF SOUTHWEST CORNER OF BUILDING #24
18 12" WATER MAIN 40' WEST OF SOUTHWEST CORNER OF BUILDING fY24
19 12" WATER MAIN 40' WEST OF SOUTHWEST CORNER OF BUILDING #24
20 24" RCP STORM SEWER UNE A AT STATION #0+50
21 24" RCP STORM SEWER UNE A AT STATION #0+52
CC: LARRY DAVIS, CITY OF COPPELL - LANNY ALLISON, CITY OF COPPELL -
JAN BERTRAND, CITY OF COPPELL ~
FILL * A. IN PI.ACIEPERCENTMOISIURE/~ID PERCENT COMPACTION COMPI. YWITH S~EClFICATIONS
UME~TABaD'~'t . C. I:~=RCIg~rrlNla~ACEMO~q'URE DOE~ NOTCOMI:~LYWm.iSla, EC~FiGATiONS
CEMENTTREAI~D D. RETEST
Geotechnical Engineering · Consbuc6on Male~fals Testing · Environmental Engineering