St Andrews Est-LR040910ALPHA TESTINg, INC.
2209 Wl~con~l ~'., ,.~Jlte 100
D~IIo~ Texc~ 75229
972/620-8911 - 972/263-4937 (Metro)
FAX:
TESTED FOR: ST. ANDREWS LAND COMPANY
CARROLLTON, TEXAS
PROJECT:
ST. ANDREWS ESTATES
COPPELL, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 09/10/04
OUR REPORT NO.: 04219-29
TEST ~ ELEV SOIL ID OPTIMUM M~XlMUM LAB IN PLACE IN pLACE PERCI lit
NO. DATEDEPTH"~ NUMBER MOISTURE DRY DENSl3'Y MOISTURE DRY DENSITY COMPA( 1ON COMMENT*
428 09/10/04 FG-2.5 3 24.0 95.5 27.3 91 1-A
429 09/10/04 FG-2.0 3 24.0 95.5 25.8 92 5 1-A
430 09/10/04 FG-1.5 3 24.0 95.5 26.0 92 (, 5 1-A
431 09/10/04 FG-1.0 3 24.0 95.5 24.6 95 9 1-A
432 09/10/04 FG-O.5 3 24.0 95.5 27.0 91 15 1-A
433 09/10/04 FG 3 24.0 95.5 24.4 93 ~8~ 1-A
434 09/10/04 FG-8.0 3 24.0 95.5 27.2 91~ 1-A
TEST LOCATION: UTILITIES
428 SANITARY SEWER SERVICE TO BLOCKA, PAD 19
429 SANITARY SEWER SERVICE TO BLOCKA, PAD 19
430 SANITARY SEWER SERVICE TO BLOCKA, PAD 19
/
431 SANITARY SEWER SERVICE TO BLOCK A, PAD 19
r,~
432 SANITARY SEWER SERVICE TO BLOCK A, PAD 19
433 SANITARY SEWER SERVICE TO BLOCKA, PAD 19
434 SANITARY SEWER SERVICE TO BLOCKA, PAD 20
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 ~spectf~l~ubmitted
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS V
4. CEMENT TREATED D, RETEST ROYVELEZ U
ALPHA TESTING, INC.
Our test results ~nd repots are for the exclusive use of the Client (and their designated recipients on file in our office) and shall not be rel~3duced and/or distributed except with express approval of
ALPHA The use of OUr name and ~eat results must receive o~r w~iffen approval Teal results and repc~Is apply only to the samples tested and/or observed, and are not indicative of the qualities of
appa~edey identical ~- similar specimens
Geotechnical Engineedng ~h Construction Materials Testing fr~ Environmental Engineedng /~ Consulting
ALPHA TESTIN( , INC..
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8~11 - 972/263-4937 (Metro)
FAX:
TESTED FOR: ST. ANDREWS LAND COMPANY
CARROLLTON, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 09/10/04
PROJECT:
ST. ANDREWS ESTATES
COPPELL, TEXAS
OUR REPORT NO.: 04219-29A
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPT~,,~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
435 09/10/04 FO-7.5 3 24.0 95.5 27.3 91 95 1-A
436 09/10/04 FO-7.0 3 24.0 95.5 25.6 92 97 1-A
437 09/10/04 FG~.5 3 24.0 95.5 25.3 92 96 1-A
438 09/10/04 FG~.0 3 24.0 95.5 25.5 93 97 1-A
439 09/10/04 FO-5.5 3 24.0 95.5 24.5 93 98 1-A
440 09/10/04 FG-5.0 3 24.0 95.5 25.1 93 97 I-A
441 09/10/04 FG~I.5 3 24.0 95.5 25.9 93 97 1-A
TEST LOCATION: UTILITIES
435 SANITARY SEWER SERVICE TO BLOCK A, PAD 20
436 SANITARY SEWER SERVICE TO BLOCK A, PAD 20
437 SANITARY SEWER SERVICE TO BLOCK A, PAD 20
438 SANITARY SEWER SERVICE TO BLOCKA, PAD 20
439 SANITARY SEWER SERVICE TO BLOCK A, PAD 20
440 SANITARY SEWER SERVICE TO BLOCK A, PAD 20
441 SANITARY SEWER SERVICE TO BLOCK A, PAD 20
CC: HENNESSEY ENGINEERING; CITY OF COPPELL
FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS ~V
CEMENT TREATED D. RETEST ROY~ELEZ ~
ALPHA TESTING, INC.
Geotechnical Engineering /~ Construction Materials Testing ~h Environmental Engineering /~ Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
~:~llos, Texos 7522~
972/6.~4~8911 - 972/263-4937
FAX: ~72/406-8023
TESTED FOR:
ST. ANDREWS LAND COMPANY
CARROLLTON, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 09110104
PROJECT:
ST. ANDREWS ESTATES
COPPELL, TEXAS
OUR REPORT NO.: 04219-29B
TEST DATA:
TEST ~ ELEV, SOIL ID DR~v~J~ MAXlI/&iM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPTHS,,,,,1 NUMBER MOI811JffiE DRY DENSnY MOI81LIRE DRy DENSITY COMPACllON COMMENT*
% PCF % PCF
442 09/10/04 FG-4.0 3 24.0 95.5 26.6 92 96 1-A
443 09/10/04 FG-3.5 3 24.0 95.5 27.1 91 95 1-A
444 09/10/04 FG-3.0 3 24.0 95.5 25.7 92 97 1-A
445 09/10/04 FG-2.5 3 24.0 95.5 25.8 92 96 1-A
446 09/10/04 FG-2.0 3 24.0 95.5 25.3 93 98 1-A
447 09/10/04 FG-I.5 3 24.0 95.5 27.6 90 95 1-A
448 09/10/04 FG-I.0 3 24.0 95.5 26.9 91 96 1-A
TESTLOCATION: UTILITIES
442 SANITARY SEWER SERVICE TO BLOCKA~ PAD 20
443 SANITARY SEWER SERVICE TO BLOCKA, PAD 20
444 SANITARY SEWER SERVICE TO BLOCK A, PAD 20
445 SANITARY SEWER SERVICE TO BLOCK A, PAD 20
446 SANITARY SEWER SERVICE TO BLOCK A, PAD 20
447 SANITARY SEWER SERVICE TO BLOCK A, PAD 20
448 SANITARY SEWER SERVICE TO BLOCK A, PAD 20
CC: HENNESSEY ENGINEERING; CITY OF COPPELL
1. FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE S. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS ~.~.Respecfful~ya._e ,Submitted
3 LIME STABILIZED C. PERCENT IN pLACE MOISTURE DOES NOT COMPLY wrrH SPECIFICATIONS ~ V,UJ~
ROY ~ELEZ
4. CEMENT TREATED D. RETEST ALPHA TE~TING~C.
Geotechnical Engineering /~ Construction Materfals 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: 09/10/04
PROJECT:
ST. ANDREWS ESTATES
COPPELL, TEXAS
OUR REPORT NO.: 04219-29C
TEST DATA:
TEST ~ ELEV. SOIL ID Om'~MUU MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPTH~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
449 09/10/04 FG-O.5 3 24.0 95.5 26.2 92 96 1-A
450 09/10/04 FG 3 24.0 95.5 27.2 91 95 1-A
451 09/10/04 FG-6.0 3 24.0 95.5 27.3 92 96 1-A
452 09/10/04 FG-5.5 3 24.0 95.5 26.6 92 96 1-A
453 09/10/04 FG-5.0 3 24.0 95.5 25.6 92 97 1-A
454 09/10/04 FG-4.5 3 24.0 95.5 26.6 91 96 1-A
455 09/10/04 FG-4.0 3 24.0 95.5 25.1 93 97 1-A
TESTLOCATION: UTILITIES
449 SANITARY SEWER SERVICE TO BLOCK A, PAD 20
450 SANITARY SEWER SERVICE TO BLOCK A, PAD 20
451 SANITARY SEWER SERVICE TO BLOCK A, PAD 21
452 SANITARY SEWER SERVICE TO BLOCKA, PAD 21
453 SANITARY SEWER SERVICE TO BLOCK A, PAD 21
454 SANITARY SEWER SERVICE TO BLOCK A, PAD 21
455 ;ANITARY SEWER SERVICE TO BLOCK A, PAD 21
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 s ly ubmi ed
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS R~O~y ~I~EL~
4. CEMENT TREATED D, RETEST
ALPHA TESTINg, INC.
Geotechnical Engineering /~ Construction Materials Testing ~ Environmental Engineering /~ Consulting
ALPHA TESTINg, INC.
2209 Wisconsin St., Suite 100
~llc~ Tex~s 752~9
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: 09/10/04
PROJECT:
ST. ANDREWS ESTATES
COPPELL, TEXAS
OUR REPORT NO.: 04219-29D
TEST DATA:
TEST ~ ELEV SOIL ID o~'r~UM MAYJ&IUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPT~,~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DEN$iT~ COMPACTION COMMENT*
456 09/10/04 FG-3.5 3 24.0 95.5 24.9 93 97 1-A
457 09/10/04 FG-3.0 3 24.0 95.5 25.0 93 97 1-A
458 09/10/04 FG-2.5 3 24.0 95.5 25.8 92 97 1-A
459 09/10/04 FG-2.0 3 24.0 95.5 26.6 92 96 1-A
460 09/10/04 FG-I.5 3 24.0 95.5 26.9 92 96 1-A
461 09/10/04 FG-1.0 3 24.0 95.5 27.5 91 95 1-A
462 09/10/04 FG-0.5 3 24.0 95.5 27.2 91 95 1-A
TEST LOCATION: UTILITIES
456 SANITARY SEWER SERVICE TO BLOCK A, PAD 21
457 SANITARY SEWER SERVICE TO BLOCK A, PAD 21
458 SANITARY SEWER SERVICE TO BLOCKA, PAD 21
459 SANITARY SEWER SERVICE TO BLOCK A, PAD 21
460 SANITARY SEWER SERVICE TO BLOCK A, PAD 21
461 SANITARY SEWER SERVICE TO BLOCK A, PAD 21
462 SANITARY SEWER SERVICE TO BLOCKA, PAD 21
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 R~,?pec~l~ Sub~tted
ROY"VI ~S.i~iG'
4. CEMENT TREATED D. RETEST ALPHA INC.
Our test reSults and mpaha am for the exclusive use Of the Client (and their designated recipients on file in our office) and shall not de reproduced and/or dis~buted except with express apl~oval of
ALPHA T~e use of OUt name ar~l test results must receive ~ur ~iffen apl:xOval Test results and redorls apary only to the samples tested and/or obse~ed, and are not indicative of the qualities of
apparently identical or similar spaclme~lS.
Geotechnical Engineerfng /~ Construction Materials Testing /~ Environmental Engineering ~ Consulting
ALPHA TESTINg, INC.
220~ Wlscon~n 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: 09/10/04
PROJECT:
ST. ANDREWS ESTATES
COPPELL, TEXAS
OUR REPORT NO.: 04219-29E
TEST DATA:
TEST ~ ELEV. BOIL ID OP'm4UM MAXIMUM ~ IN PLACE IN PLACE PERCENT
NO. DATEDEPTH~ NUMBER MOISTURE DRY DENSII'Y MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
463 09/10/04 FG 3 24.0 95.5 26.7 91 95 1-A
464 09/10/04 FG~.0 3 24.0 95.5 25.2 92 97 1-A
465 09/10/04 FG-5.5 3 24.0 95.5 24.8 94 98 1-A
466 09/10/04 FG-5.0 3 24.0 95.5 26.3 93 97 1-A
467 09/10/04 FG-4.5 3 24.0 95.5 25.7 92 97 1-A
468 09/10/04 FG-4.0 3 24.0 95.5 27.6 90 95 1-A
469 09/10/04 FG-3.5 3 24.0 95.5 26.6 92 96 1-A
TEST LOCATION: UTILITIES
463 ;ANITARY SEWER SERVICE TO BLOCK A, PAD 21
464 SANITARY SEWER SERVICE TO BLOCK A, PAD 22
465 SANITARY SEWER SERVICE TO BLOCK A, PAD 22
466 SANITARY SEWER SERVICE TO BLOCK A, PAD 22
467 SANITARY SEWER SERVICE TO BLOCK A, PAD 22
468 SANITARY SEWER SERVICE TO BLOCK A, PAD 22
469 SANITARY SEWER SERVICE TO BLOCK A, PAD 22
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 WrTH SPECIFICATIONS R~specff.ul~.S~b. miff~ed
3. LIMESTASIUZED C. PERCENTINPLACEMOISTUREDOESNOTCOMPLYWITH SPECIFICATIONS
ROY '~ELI ~TiN~iN
4. CEMENT TREATED D. RETEST ALPHA TE C.
Our test results a~ld reports am for the exclusive use of the Client (and their designated ret*pleats on file in our office) and shall not be reproduced and/o( distributed except with express approval of
ALPHA ~le use of our name and test ~esults musl receive our written approval Test results and reports apply only Io the samples tested and/or obsel~ed, end are not ir~dic~tive of the qualities of
apparently identic~al or similar specimens.
Geotechnical Engineering ~ Construction Materials Testing /~ Environmental Engineering /~ Consulting
ALPHA TESTING, INC.
2209 Wisconsin St,, Suite I00
Dallas, Texas 7~5229
~72/620-8911 - 972/263-4937 (Metro)
FAX: 972~406-~___3
TESTED FOR: ST. ANDREWS LAND COMPANY
CARROLLTON, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 09/10/04
PROJECT:
ST. ANDREWSESTATES
COPPELL, TEXAS
OUR REPORT NO.: 04219-29F
TEST DATA:
TEST ~ ELEV, BOIL ID OPT~4UM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPTH'~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
470 09/10/04 FG-3.0 3 24.0 95.5 27.8 90 95 1-A
471 09/10/04 FG-2.5 3 24.0 95.5 26.3 92 96 1-A
472 09/10/04 FG-2.0 3 24.0 95.5 25.3 92 96 1-A
473 09/10/04 FG-I.5 3 24.0 95.5 25.4 93 98 1-A
474 09/10/04 FG-1.0 3 24.0 95.5 27.7 91 95 1-A
475 09/10/04 FG-0.5 3 24.0 95.5 27.2 91 95 1-A
476 09/10/04 FG 3 24.0 95.5 27.1 91 95 1-A
JTILITIES
470 SANITARY SEWER SERVICE TO BLOCK A, PAD 22
471 SANITARY SEWER SERVICE TO BLOCK A, PAD 22
472 SANITARY SEWER SERVICE TO BLOCK A, PAD 22
473 SANITARY SEWER SERVICE TO BLOCK A, PAD 22
474 ;ANITARY SEWER SERVICE TO BLOCK A, PAD 22
475 SANITARY SEWER SERVICE TO BLOCK A, PAD 22
476 SANITARY SEWER SERVICE TO BLOCK A, PAD 22
CC: HENNESSEY ENGINEERING; CITY OF COPPELL
1. FILL * A. IN pLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPEClFtCATIONS
2. NATURALSUBGRADE B, PERCENTCOMPACTION DOES NOTCOMPLYWITH SPECIFICATIONS R~sp~t IJ¥.S~lb, rnitt~ed
3. LIME STABILIZED C. PERCENT IN pLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS ~e y ~ ~
ROY VELEZ
4 CEMENT TREATED D. RETEST ALPHATE~TING,~NC.
Geotechnica/ Engineering ~ Construction Materials Testing /~ Environmental Engineering /~ Consulting