Stoneleigh P2-LR000919 REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wtscomin St., Suite 100
Dallas, Texc~ 75229
972/620-~9 ! ! - 97~37
FAX: 972/400-8023
TESTED FOR SPRING VALLEY GONSTRUGTION DATE 09119100
DALLAS, TEXAS
PROJECT STONELEIGH (~ RIVERCHASE OUR REPORT NO. 00652-12
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID o~uuu blAXIMU~ IJ~ IN Iq. ACE IN Pt. ACE PE]~..ENT
NO. ~ ~~ NUMAR ~ ~ ~ ~E ~Y ~ ~ ~MME~
121 09119100 FG-2.0 2 17.5 108.5 18.5 105 97 1-A
122 091191~ F~I.0 2 17.5 108.5 19.8 105 97 1-A
123 ~1191~ FG 2 17.5 108.5 17.9 107 98 1-A
124 091191~ FG-2.0 2 17.5 108.5 19.5 105 97 I-A
125 091191~ FG-1.0 2 17.5 108.5 21.1 1~ ~ 1-A
1~ 091191~ FG 2 17.5 108.5 19.7 1~ 97 1-A ,
127 09119~00 FG-2.0 2 17.5 108.5 17.5 108 100 1-A
TEST LOCATION:
121 r WATER LINE AT FIRE ~E - ~' NORTH ~D 40' ~ST OF NORTH~ST CORNER OF BUILDING PAD ~
8" WATER LINE AT FIRE ~E - 40' NORTH ~D 40' ~ST OF NORTH~ST CORNER OF BUILDING P~ ~
123 8" WATER LINE AT FIRE ~E - 40' NORTH ~D 40' ~ST OF NORTH~ST CORNER OF BUILDING PAD ~
124 8' WATER LINE - 10' NORTH ~D 25' ~ST OF NORT~EST CORNER OF BUILDING PAD ~12-B
125 8" WATER LINE - 10' NORTH ~D 25' ~ST OF NORT~EST CORNER OF BUILDING PAD ~12-B
126 8" WATER LINE - 10' NORTH ~D 25' ~ST OF NOR~EST CORNER OF BUI~ING P~ ~12-B
127 8" WATER LINE - 10' WEST ~D 25' NOR~ OF NORTHWEST CORNER OF BUILDING P~ ~
CC: ~RY DA~S, CI~ OF COPPE~ ~NY ~ISON, CI~ OF COPPELL .
J~ BERT~D, C~ OF COPPE~
2. ~~ B. ~~~~y~~~
3. ~~ c. ~m~~~~y~~~
4. ~~ D. R~ ~,
G~g E~~ ~ C~~ M~gs Tes~g ~ ~~ntel ~gin~ ~
REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTING, INC.
2209Wisccxl~St..SURe I00
Dallas. Texas 75229
972/620-8~11 - 972/263-4937
FAX: 972/406,8023
TESTED FOR SPRING VALLEY CONSTRUCTION DATE 0911g/00
DALLAS, TEXAS
PROJECT STONELEIGH ~ RIVERGHASE OUR REPORT NO. 00652-1
GOPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID
NO. DATE DEPTH'~ NUMBER ~ ~ D~.S~TY Mo~n.~E Dm'DENSn'Y co~,Acno, COMMENT'
~l, PCF % PGF
128 0g/19/00 FG-1.0 2 17.5 108.5 19.g 103 g5 1-A
12g 0g/19/00 FG 2 17.5 108.5 19.3 107 g8 1-A
130 0911 g/00 FG-2.0 2 17.5 108.5 20.5 106 98 1 -A
131 0gl1 g/00 FG-1.0 2 17.5 108.5 19.3 106 98 1 -A
132 0gllg/00 FG 2 17.5 108.5 18.0 108 gg 1-A
133 0gl1 g/00 FG-2.0 2 17.5 108.5 20.4 105 g7 1 -A
134 0911 g/00 FG-1.0 2 17.5 108.5 20.3 106 g7 1-A
TEST LOCATION:
I
128 18' WATER UNE - 10' WEST AND 25' NORTH OF NORTHWEST CORNER O1= BUILDING PAD #8
12g 8' WATER LINE - 10' WEST AND 25' NORTH OF NORTHWEST CORNER OF BUILDING PAD #8
130 8" WATER LINE - 10' SOUTH AND 30' EAST OF SOUTHEAST CORNER OF BUILDING PAD #g
131 8" WATER UNE - 10' SOUTH AND 30' EAST OF SOUTHEAST CORNER OF BUILDING PAD
132 8' WATER UNE - 10' SOUTH AND 30' EAST OF SOUTHEAST CORNER OF BUILDING PAD #9
133 8' WATER LINE - 10' NORTH AND 15' EAST OF NORTHWEST CORNER OF BUILDING PAD #10
134 8' WATER UNE - 10' NORTH AND 15' EAST OF NORTHWEST CORNER OF BUILDING PAD #10
CC: LARRY DAVIS, CITY OF GOPPELL - LANNY ALLISON, CITY OF GOPPELL -
JAN BERTRAND, CITY OF COPPELL
1. FILL * A. IN PLACE I:~;RCENTM01611JI~EAND~COAIPACltONCOMPLYW1~.iSPECiFiCA11ONS
3. LIMESTABII. IZED C, PERCENT IN PI. ACEM01STUREDOESNOTCOIdPLYWII~PECiFiCATiONS
4. CEMI3~TTREATED D. REI--r_ST
Geotechnical Engineering · Constructk~ Materials Testing · Environmental Enginee~ng /
· Con~ult~/
REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTIN( , INC.
2209~St.,Sulte I00
~ Tex~ 75229
972/620-~! I - 9~937 L~Vl~tro)
~: ~7~~3
TESTED FOR SPRING V~ CONSTRUCTION DATE 09/19~
D~, T~S
PROJECT STONELEIGH Q RIVERCHASE OUR REPORT NO. 00652-12B
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. BOIL ID Ore, MUM M~,X~MUM ~ ~N ~ ~N ~ m;RCENT
NO. DATE DEPTH'"~ NUMBER Mo~nJRE O~'OENem' MO~TURE DRY~.~rY COM~AC'nON COMMENT*
135 09/19/00 FG 2 17.5 108.5 19.6 104 96 1-A
TEST LOCATION:
135 8" WATER LINE - 10' NORTH AND 15' EAST OF NORTHWEST CORNER OF BUILDING PAD #10
CC: LARRY DAVIS, CITY OF COPPELL LANNY ALLISON, CITY OF COPPELL -
JAN BERTRAND, CITY OF COPPELL
2- NATtJ~N_SUBGRADE · F~RC~NT~ACTIO~ DOE~NOTCOMF~Y~ITH ~IFICA'IION~ '
4. C~TI~TED D. ~
Geotechnicel Engineering · Con~mction Materiels Testing · Environmental Engineering