St Andrews Est-LR040909ALPHA TESTING, INC.
2209 Wisconsin ~t., Suite 100
Dallas, Texas 7522~
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR:
PROJECT:
ST. ANDREWS LAND COMPANY
CARROLLTON, TEXAS
ST. ANDREWS ESTATES
COPPELL, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 09/09/04
OUR REPORT NO.: 04219-28
TEST DATA:
SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE
DATE NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY
% PCF % PCF
09~09/04 FG-I.5 3 24.0 95.5 24.1 94
09/09/04 FG-1.0 3 24.0 95.5 24.6 93
09/09/04 FG-0.5 3 24.0 95.5 24.1 94
09/09/04 FG 3 24.0 95.5 24.3 93
09/09/04 FG-8.0 3 24.0 95.5 24.6 93
09/09/04 FG-7.5 3 24.0 95.5 24.4 93
FG-7.0 3 24.0 95.5 25.0 93
09/09/04
TEST LOCATION:
UTILITIES
COMMENT*
1-A
1-A
1-A
1-A
1-A
1-A
1-A
379 SANITARY SEWER SERVICE TO BLOCK A, PAD 16
380 SANITARY SEWER SERVICE TO BLOCK A, PAD 16
381 SANITARY SEWER SERVICE TO BLOCK A, PAD 16
382 SANITARY SEWER SERVICE TO BLOCK A, PAD 16
383 SANITARY SEWER SERVICE TO BLOCK A, PAD 17
384 SANITARY SEWER SERVICE TO BLOCK A, PAD 17
385 SANITARY SEWER SERVICE TO BLOCK A, PAD 17
CC: HENNESSEY ENGINEERING; CITY OF COPPELL
1 FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2, NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS ~,j~ pectful~u~S~s bmitted
3 LIME STABIL~ED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS ~OV ~
ROY V'ELEsZTiNG~iC
4 CEMENT TREATED D. RETEST ALPHATE
Our test results a~d repotls are for the exclusive use of the Client (and tbe{r designated recipients on file ir) our office) and shall not be red~'oduced ar~or distributed excep~ with express approval of
ALPHA The use ol our name and test results must receive our w~iUen approval Test resu([s and repons apply only to the samples tested and/or obse~ed, and are not indicative of the dualities of
apparently identical or similar specimens
Geotechnical Engineering #' Construction Materials Testing /7~ Environmental Engineerfng ~' Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Do#as, Texos 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR:
ST. ANDREWS LAND COMPANY
CARROLLTON, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 09/09/04
PROJECT:
ST. ANDREWS ESTATES
COPPELL, TEXAS
OUR REPORT NO.: 04219-28A
TEST DATA:
TEST ~ ELEV. SOIL ID OPTi~JM MAXJMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPTHS,,,h NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY CO~PACTION COMMENT*
% PCF % PCF
386 09/09/04 FG-6.5 3 24.0 95.5 26.6 91 95 1-A
387 09/09/04 FG-6.0 3 24.0 95.5 24.7 94 98 1-A
388 09/09/04 FG-5.5 3 24.0 95.5 25.2 93 97 1-A
389 09~09~04 FG-5.0 3 24.0 95.5 25.3 93 97 1-A
390 09/09/04 FG-4.5 3 24.0 95.5 25.9 93 97 1-A
391 09/09/04 FG-4.0 3 24.0 95.5 26.3 92 96 1-A
392 09/09/04 FG-3.5 3 24.0 95.5 25.7 93 98 1-A
TESTLOCATION: UTILITIES
386 SANITARY SEWER SERVICE TO BLOCKA, PAD 17
387 SANITARY SEWER SERVICE TO BLOCKA, PAD 17
388 ;ANITARY SEWER SERVICE TO BLOCK A, PAD 17
389 ;ANITARY SEWER SERVICE TO BLOCK A, PAD 17
390 SANITARY SEWER SERVICE TO BLOCK A, PAD 17
391 SANITARY SEWER SERVICE TO BLOCK A, PAD 17
392 SANITARY SEWER SERVICE TO BLOCKA, PAD 17
CC: HENNESSEY ENGINEERING; CITY OF COPPELL
1. FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGNADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS J~jspectfu~.u~S bmitt d
3~ LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS [~
4 CEMENT TREATED D. RETEST ROY~ELE~ /~CSTIN ,~
ALPHA TE
Our ~est resu~ls and reports ara for the exclusive use of the Client (and their designated re~pients on file in our office) and shaft not be repn3duced and/or distributed except with express approval of
ALPHA The use of our name and test results must receive our wi-it ten approval Test results and reporls apply only to the samples lasted and/or observed, end are not indicative of the qualities of
apparently identiCal o~* similar specimens
Geotechnical Engineering ~ Construction Materials Testing ~ Environmental Engineering ~ Consulting
ALPHA TESTING, INC.
2209 WisconSin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX; 972/406-8023
TESTED FOR:
ST. ANDREWS LAND COMPANY
CARROLLTON, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 09/09/04
PROJECT:
ST. ANDREWS ESTATES
COPPELL, TEXAS
OUR REPORT NO.: 04219-28B
TEST DATA:
TEST ~ ELEV. SOIL ID OPT~UM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPTH~ NUMSER MOISTURE DRY DEN$~ MOISTURE ORY DENSI"~f COMPACTION COMMENT*
393 09/09/04 FG-3.0 3 24.0 95.5 25.4 94 98 1-A
394 09/09/04 FG-2.5 3 24.0 95.5 26.5 91 96 1-A
395 09/09/04 FG-2.0 3 24.0 95.5 26.5 91 95 1-A
396 09~09/04 FG-I.5 3 24.0 95.5 25.5 92 97 1-A
397 09/09/04 FG-I.0 3 24.0 95.5 27.4 91 95 1-A
398 09/09/04 FG-0.5 3 24.0 95.5 24.2 94 98 1-A
399 09/09/04 FG 3 24.0 95.5 24.6 93 98 1-A
TEST LOCATION: UTILITIES
393 SANITARY SEWER SERVICE TO BLOCKA, PAD 17
394 SANITARY SEWER SERVICE TO BLOCK A, PAD 17
395 SANITARY SEWER SERVICE TO BLOCK A, PAD 17
396 SANITARY SEWER SERVICE TO BLOCK A, PAD 17
397 SANITARY SEWER SERVICE TO BLOCK A, PAD 17
398 SANITARY SEWER SERVICE TO BLOCK A, PAD 17
399 ~ANITARY SEWER SERVICE TO BLOCK A, PAD 17
CC: HENNESSEY ENGINEERING; CITY OF COPPELL
Our test m~lts ~d re~s ~ for the ~usive use ~ ~ Client (and their designat~ r~ipients on ~e ~n our ~) and shalr not be re~u~d an~ distributed ex.pt with e~ress approval
Geotechnical Engineedng ~' Const~ction Matedals Testing ~ Environmental Engineedng ~ Consulting
ALPHA TESTINg, INC.
2209 WIsconsln St., Sulte 100
Do#as, Texas 7,5229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR:
ST. ANDREWS LAND COMPANY
CARROLLTON, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 09/09/04
PROJECT:
ST. ANDREWS ESTATES
COPPELL, TEXAS
OUR REPORT NO.: 04219-28C
TEST DATA:
TEST ~ ELEV. SOIL ID O~T~U~ M/~XlMUM LAB IN P!.~E IN PIJ~CE PERCENT
NO. DATEDEPTH'~ NUMBER MOISTUP~ DRY DENSITY MOISTURE DRY D~NSITY COMPACTION COMMENT'
400 09/09/00 FG-8.0 3 24.0 95.5 26.2 92 97 1-A
401 09/09/00 FG-7.5 3 24.0 95.5 24.4 93 98 1-A
402 09/09/00 FG-7.0 3 24.0 95.5 25.9 92 97 1-A
403 09/09/04 FG-6.5 3 24.0 95.5 24.8 93 97 1-A
404 09/09/04 FG~.0 3 24.0 95.5 25.4 92 97 1-A
405 09/09/04 FG-5.5 3 24.0 95.5 26.1 92 96 1-A
406 09/09/04 FG-5.0 3 24.0 95.5 25.2 93 97 1-A
TEST LOCATION: UTILITIES
400 SANITARY SEWER SERVICE TO BLOCK A, PAD 18
401 SANITARY SEWER SERVICE TO BLOCK A, PAD 18
402 SANITARY SEWER SERVICE TO BLOCK A, PAD 18
403 SANITARY SEWER SERVICE TO BLOCKA, PAD 18
404 SANITARY SEWER SERVICE TO BLOCK A, PAD 18
405 SANITARY SEWER SERVICE TO BLOCKA, PAD 18
406 SANITARY SEWER SERVICE TO BLOCK A, PAD 18
CC: HENNESSEY ENGINEERING; CITY OF COPPELL
1. FILL 'A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURALSUBGRADE B PERCENT eOMPACTION DOES NOT COMPLY WITH SPECIFICATIONS ~spectflJ~¥ S~bmi~.d
3 LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
¥
4 CEMENT TREATED D. RETEST ROY ~ELEZ
ALPHA TESTING~C.
Geotechnical Engineering /~ Construction Materials Testing ~ Environmental Engineering ~ Consulting
ALPHA TESTINg, INC.
2209 Wisconsin St., Suite 100
Do#os, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR:
ST. ANDREWS LAND COMPANY
CARROLLTON, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 09~09~04
PROJECT:
ET. ANDREWS ESTATES
COPPELLTEXAS
OUR REPORT NO.: 04219-28D
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN pLACE PERCENT
NO. DATEDEPTH"~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSrI'Y COMPACTION COMMENT*
% PCF % PCF
407 09/09/04 FG-4.5 3 24.0 95.5 26.0 92 96 I~A
408 09/09/04 FG-4.0 3 24.0 95.5 27.2 91 95 1-A
409 09/09/04 FG-3.5 3 24.0 95.5 27.0 92 96 1-A
410 09/09/04 FG-3.0 3 24.0 95.5 24.4 94 98 1-A
411 09/09/04 FG-2.5 3 24.0 95.5 24.8 93 98 1-A
412 09/09/04 FG-2.0 3 24.0 95.5 25.4 92 96 1-A
413 09/09/04 FG-I.5 3 24.0 95.5 24.3 94 98 1-A
TEST LOCATION: UTILITIES
407 SANITARY SEWER SERVICE TO BLOCKA, PAD 18
408 SANITARY SEWER SERVICE TO BLOCK A, PAD 18
409 SANITARY SEWER SERVICE TO BLOCK A, PAD 18
410 SANITARY SEWER SERVICE TO BLOCKA, PAD 18
411 ~ANITARY SEWER SERVICE TO BLOCK A, PAD '18
412 SANITARY SEWER SERVICE TO BLOCK A, PAD 18
413 SANITARY SEWER SERVICE TO BLOCK A, PAD 18
CC: HENNESSEY ENGINEERING; CITY OF COPPELL
1. FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2 NATURALSUBORADE B. PE"CENTCOMPACTIONDOESNOTCOMPLYWlTHSPECIPICATIONS ~spe~fful~13~i~d
3. LIME STABILIZED C. PERCENT I" PLACE MOISTURE DOEB NOT COMPLY WITH SPECIFICATIONS V
4. CEMENTTREATED D. RETEST ROY~'ELEZ /)
ALPHA TESTIN(~,,TINC
Our test results and reports are fo~ the exclusive use of the Client (and their designated recipients on file in our office) and shall not be reproduced and/or dist~butod except with express approval of
ALPHA The use of our name am:l test resulls mus( receive cur wTitten approval Test resutts end reports apply only to the samples tested and/or observed, and are not indicative of the quaJities of
apparently identical or similar specimens
Geotechnical Engineering ~ Construction Materials Testing ~h Environmental Engineering /~ Consulting
ALPHA TESTINg, INC.
2209 Wisconsin St., Suite 100
D~lla~ Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972~-t~23
TESTED FOR: ST. ANDREWS LAND COMPANY
CARROLLTON, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 09/09/04
PROJECT:
ST. ANDREWS ESTATES
COPPELL, TEXAS
OUR REPORT NO.: 04219-28E
TEST DATA:
TEST ~ ELEV. SOIL ID OPTkMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPTH'~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
414 09/09/04 FG-1.0 3 24.0 95.5 25.4 93 97 I-A
415 09/09/04 FO-0.5 3 24.0 95.5 24.8 93 98 1-A
416 09/09/04 FG 3 24.0 95.5 25.9 93 97 1-A
417 09/09/04 FG-8.0 3 24.0 95.5 27.4 91 95 1-A
418 09/09/04 FO-7.5 3 24.0 95.5 26.3 92 96 1-A
419 09109/04 FG-7.0 3 24.0 95.5 25.0 93 97 1-A
420 09/09/04 FG~.5 3 24.0 95.5 26.8 93 97 1-A
TEST LOCATION: UTILITIES
414 SANITARY SEWER SERVICE TO BLOCK A, PAD 18
415 SANITARY SEWER SERVICE TO BLOCK A, PAD 18
416 'SANITARY SEWER SERVICE TO BLOCK A, PAD 18
417 SANITARY SEWER SERVICE TO BLOCKA, PAD 19
418 SANITARY SEWER SERVICE TO BLOCK A, PAD 19
419 SANITARY SEWER SERVICE TO BLOCKA, PAD 19
420 SANITARY SEWER SERVICE TO BLOCK A, PAD 19
CC: HENNESSEY ENGINEERING; CITY OF COPPELL
I FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2 NATURAL SUBGRADE B, PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS ~sp~lfu. l~' S~bmitted~
3 LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS ~,y ~ ~
ROY V~LE~TiN~C'
4. CEMENT TREATED D. RETEST ALPHATE
Our test results and reports are for {he exclusive use of the Client (and their designated recipients on file in our office) and shall not be reproduced and/or distributed except with express approval of
ALPHA The use of OUr name and test resulls must receive our w~itten approval Test results and reports apply only [o the samples tested and/or observed, and are not indicative of the qualities of
apparentry identical or similar specimens
Geotechnical Engineering [,~ Construction Materials Testing /~ Environmental Engineering /~ Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dollo~ Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: ~72/406-8023
TESTED FOR:
ST. ANDREVVS LAND COMPANY
CARROLLTON, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 09/09/04
PROJECT:
ST. ANDREWS ESTATES
COPPELL, TEXAS
OUR REPORT NO.: 04219-28F
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAX~4UM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEP~'"~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
421 09/09/04 FG-6.0 3 24.0 95.5 26.6 92 97 1-A
422 09/09/04 FG-5.5 3 24.0 95.5 26.4 91 95 1-A
423 09/09~04 FG-5.0 3 24.0 95.5 24.2 94 98 1-A
424 09~09/04 FG-4.5 3 24.0 95.5 25.8 93 97 1-A
425 09/09/04 FG-4.0 3 24.0 95.5 25.8 92 96 1-A
426 09/09104 FG-3.5 3 24.0 95.5 24.4 92 97 1-A
427 09/09~04 FG-3.0 3 24.0 95.5 26.1 92 96 1-A
TEST LOCATION: UTILITIES
421 SANITARY SEWER SERVICE TO BLOCK A, PAD 19
422 ~ANITARY SEWER SERVICE TO BLOCK A, PAD 19
423 SANITARY SEWER SERVICE TO BLOCKA, PAD 19
424 SANITARY SEWER SERVICE TO BLOCK A, PAD 19
425 ~ANITARY SEWER SERVICE TO BLOCKA, PAD 19
426 SANITARY SEWER SERVICE TO BLOCKA, PAD 19
427 SANITARY SEWER SERVICE TO BLOCKA, PAD 19
CC: HENNESSEY ENGINEERING; CITY OF COPPELL
1. FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS p y bmi d
3. L,ME STAS'L'ZED C, PERCE"T'" PLACE MO'STURE DOES NOT CO..LY W'TH SPEO,F'CAT'ONS
RO'EL%~iNc
4. CEMENTTREATED D. RETEST ALPHATE ,
Our tes~ results and rape[Is are for the excJusive use Of the Client (and their designated recipients On file ~n OUr Office) ar~l shell not be reproduced and/or distributed except vath express approval of
ALPHA The use of our name and test resutts must receive our wTitten approval Test results end reports apply only to the samples tasted and/or observed, and are not indiCative of the qualities of
Geotechnical Engineering /~ Construction Materials Testing ~ Environmental Engineedng /:g Consulting