Stoneleigh P2-LR010323 REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4~37 (Metro)
FAX: 972/406-8023
TESTED FOR SPRING VALLEY CONSTRUCTION DATE 03123/01
DALLAS, TEXAS
PROJECT STONELEIGH (~ RIVERCHASE OUR REPORT NO. 00652-164
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID OPT]MUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPTH"~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
329 03123101 FG 2 17.5 108.5 20.9 107 99 1-A
330 03123/01 FG 2 17.5 108.5 21.3 106 98 1-A
331 03123/01 FG 2 17.5 108.5 20.7 107 99 1-A
332 03/23/01 FG 2 17.5 108.5 20.3 104 96 1-A
333 03123101 FG 2 17.5 108.5 20.8 107 99 1-A
334 03/23/01 FG 2 17.5 108.5 19.8 104 96 1-A
335 03/23/01 FG 2 17.5 108.5 20.2 104 96 1-A
TEST LOCATION:
329 25' WEST AND 30' SOUTH FROM NORTHEAST CORNER OF BUILDING PAD #19
330 25' WEST AND 65' SOUTH FROM NORTHEAST CORNER OF BUILDING PAD #19
331 25' EAST AND 40' NORTH FROM SOUTHWEST CORNER OF BUILDING PAD #19
332 25' EAST AND 30' SOUTH FROM NORTHWEST CORNER OF BUILDING PAD #18
333 20' WEST AND 20' NORTH FROM SOUTHEAST CORNER OF BUILDING PAD #18
334 25' WEST AND 20' SOUTH FROM NORTHEAST CORNER OF BUILDING PAD ~r21
335 20' EAST AND 20' NORTH FROM SOUTHWEST CORNER OF BUILDING PAD ~r21
CC' LARRY DAVIS, CITY OF COPPELL LANNY ALLISON, CITY OF COPPELL - JAN BERT.I~N .~,..'C PELL
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al:)pro~ use
Our test results & reports are for the exclusive use of the Client (and their deS~lnated rec~ients on file ~n our office) and shall nol~ be reproduced ancl/or dr~'tributed ex../c~t w~t~/express /of ALPHA. The
apparently icle or similar specimens
our name & test results must receive our wrsten approval. Test results & reports apply only to the samples tested and/or observed, ancl are not mcl~catlve of the q~alit~es/f :aJ
Geotechnical Engineedng · Construction Materials Testing · Environmental Engineering · 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 SPRING VALLEY CONSTRUCTION DATE 03/23/01
DALLAS, TEXAS
PROJECT STONELEIGH ~ RIVERCHASE OUR REPORT NO, 00652-164A
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID OP~UM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPTH~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
336 03/23101 FG 2 17.5 108.5 20.6 105 97 1-A
337 03123/01 FG 2 17.5 108.5 19.5 105 97 1-A
338 03123/01 FG 2 17.5 108.5 18.5 108 100 1 -A
339 03123/01 FG 2 17.5 108.5 19.9 106 98 1 -A
340 03/23/01 FG 2 17.5 108.5 20.1 105 96 1 -A
341 03/23/01 FG 2 17.5 108.5 20.0 106 98 1 -A
342 03123/01 FG 2 17,5 108.5 19.6 107 99 1 -A
TEST LOCATION:
336 20' EAST AND 25' NORTH FROM SOUTHWEST CORNER OF BUILDING PAD ~r22
337 25' WEST AND 65' NORTH FROM SOUTHEAST CORNER OF BUILDING PAD #22
338 30' SOUTH AND 20' WEST FROM NORTHEAST CORNER OF BUILDING PAD #22
339 20' NORTH AND 25' WEST FROM SOUTHEAST CORNER OF BUILDING PAD #24
340 20' NORTH AND 70' WEST FROM SOUTHEAST CORNER OF BUILDING PAD ~r24
341 25' NORTH AND 25' EAST FROM SOUTHWEST CORNER OF BUILDING PAD ~'24
342 20' WEST AND 25' NORTH FROM SOUTHEAST CORNER OF BUILDING PAD #25
i FILL A IN PLACE PERCENT MOISTURE AND PERCENT
· COMPACTION COMPLY WITH SPECIFICATIONS ,/~
2 ;,AT~A. SUB~RAOE B PE"CENT COMPACTION ~OES NOT COMPL~ WITH SPECIFICATIONS .~,~_~ Su~
3 ~IME STA~"I~EO C PERCENT IN PLACE MO'S~.E OOES.OT COMP~VVI~ S.ECI~,C^~IONS ~..;~' >' '""
Our test results & reports are fo~ t~'e exc!uslve use of the Chent (and their designated recipients on tile in our office) anti shall not be reproduced and/or d~l:ributed ~ '
h express app?~l of ALPI-~A The use
of our name & test results must receive our wr~en approval Test reslJItS & reports apply 0nly to the samples tested and/or observed and are not indicatrve of the cl~al~s Cf apparently~lltical or similar specimens
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911- 972/2d~-4937 (Metro) DALLY FIELD REPORT
FAX: 972/40~-8023
TESTED FOR: SPRING VALLEY CONSTRUCTION 03/23/01
DALLAS, TEXAS
PROJECT: STONELEIGH @ RIVERCHASE~ NO~0 52-167
TECHNICIAN: R.G.
WEATHER:
THE ALPHA TECHNICIAN TRAVELED TO THE ABO~L~REFERENCED PROJECT SITE AS REQUESTED TO
OBTAIN 2 SETS OF 4 CLIENT MADE CYLINDERS.
PER THE ON SITE REPRESENTATIVE THE CYLINDERS WERE MOLDED FROM THE FOLLOWING LOCATIONS:
SET #1: BUILDING #18, SOUTH UNIT SOUTHWEST CORNER
SET #2: BUILDING #18, NORTH GARAGE
THE CYLINDERS WERE RETURNED TO THE LABORATORY FOR PROCESSING.
LABORATORY COMPRESSION TEST RESULTS WILL FOLLOW ON A SEPARATE REPORT.
'~AT THE COMPLETION OF THE SCHEDULED WORK, THE TECHNICIAN RETURNED TO THE DALLAS OFFICE.
!cc:
!LARRY DAVIS, CITY OF COPPELL
LANNY ALLISON, CITY OF COPPELL
JAN BERTRAND, CITY OF COPPELL
/""'?l 7.'
except with of
Oar '.est results and re~s a'e for the exclus,ve use of the chent (and thmr designated re~plen~ on fde in OUr off~) and shall not Be repr~uced and/or ~strlbuted express appr~al
ALPHA The u~ of our name and test results must receive our ~i~en apDr~a; T~t r~ults and re~s apply only to the samples tested and/or obse~ed and are not indicat~ of the aual~ies of
apparently .de,ileal or S.mlla. specimens
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · 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 SPRING VALLEY CONSTRUCTION DATE 03/23101
DALLAS, TEXAS
PROJECT STONELEIGH (~ RIVERCHASE OUR REPORT NO. 00652-164B
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID o~uM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPTH'~,~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
343 03/23/01 FG 2 17.5 108.5 20.3 107 98 1-A
344 03/23/01 FG 2 17.5 108.5 18.8 108 100 1-A
345 03123101 FG 2 17.5 108.5 20.0 106 98 1 -A
346 03123101 FG 2 17.5 108.5 19.5 108 100 1 -A
347 03123/01 FG 2 17.5 108.5 20.9 104 96 1-A
348 03/23101 FG 2 17.5 108.5 18.8 108 99 1-A
349 03/23/01 FG 2 17.5 108.5 21.0 103 95 1-A
TEST LOCATION:
343 20' EAST AND 60' NORTH FROM SOUTHWEST CORNER OF BUILDING PAD ~r25
344 20' EAST AND 20' SOUTH FROM NORTHEAST CORNER OF BUILDING PAD #25
345 20' WEST AND 25' NORTH FROM SOUTHEAST CORNER OF BUILDING PAD #26
346 60' NORTH AND 25' EAST FROM SOUTHWEST CORNER OF BUILDING PAD ~r26
347 20' SOUTH AND 20' WEST FROM NORTHEAST CORNER OF BUILDING PAD #26
348 25' EAST AND 15' NORTH FROM SOUTHWEST CORNER OF BUILDING PAD #20
349 20' WEST AND 15' SOUTH FROM NORTHEAST CORNER OF BUILDING PAD
_ _
1 ~LL ' A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONSli~ec~iiYR
2 NATbRAL SUBGRADE B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS Su,
4 CEMENT TREATED D. RETEST
Our test .... Its & reports are to~ th .... I ........ f the Client (and the.r ~les~nated recipients on fll ...... off,ce) and shall not be reproduced andlor d;str.l~edP~eX~pt w~l~ express appro~i of ALPHAf I_~-'~.tH',I[_~ · .. / The use
o° our name & test results must recede our wrffien approval Test results & rep~rt, s apply only to the samples tested and/or observed, and are not ind.:arras of the q Jlah~ie,~r / £of apparently id/~t~Cal or similar specimens
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · 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 SPRING VALLEY CONSTRUCTION DATE 03123101
DALLAS, TEXAS
PROJECT STONELEIGH (~ RIVERCHASE OUR REPORT NO. 00652-164C
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
350 03123101 SG/FG 2 17.5 108.5 19.1 105 97 2-A
351 03123/01 SG/FG 2 17.5 108.5 19.7 106 97 2-A
352 03/23101 SG/FG 2 17.5 108.5 20.0 105 96 2-A
353 03/23/01 SG/FG 2 17.5 108.5 19.4 105 97 2-A
354 03123101 SG/FG 2 17.5 108.5 20.5 105 97 2-A
355 03123/01 SG/FG 2 17.5 108.5 19.5 107 98 2-A
356 03123101 SG/FG 2 17.5 108.5 19.8 107 98 2-A
TEST LOCATION:
350 45' EAST AND 30' NORTH FROM SOUTHEAST CORNER OF BUILDING PAD//25
351 15' SOUTH AND 45' EAST FROM NORTHEAST CORNER OF BUILDING PAD #25
352 25' NORTH AND 40' WEST FROM SOUTHWEST CORNER OF BUILDING PAD #G1-A
353 45' NORTH AND 15' WEST FROM NORTHWEST CORNER OF BUILDING PAD ~I-A
354 45' EAST AND 15' NORTH FROM SOUTHEAST CORNER OF BUILDING PAD #26
355 45' EAST AND 100' NORTH FROM SOUTHEAST CORNER OF BUILDING PAD #26
356 45' EAST AND 20' NORTH FROM NORTHEAST CORNER OF BUILDING PAD ~r26 ~
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Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting