St Andrews Est-LR040907ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Do#os, Texas 7522~
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: 09~08~04
PROJECT:
ST. ANDREWS ESTATES
COPPELL, TEXAS
OUR REPORT NO.: 04219-27E
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPTH~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSrTY COMPACTION COMMENT*
% PCF % PCF
374 09/08/04 FG-4.0 3 24.0 95.5 24.7 93 97 1-A
375 09/08/04 FO-3.5 3 24.0 95.5 25.0 93 97 1-A
376 09/08/04 FO-3.0 3 24.0 95.5 27.1 91 95 1-A
377 09/08/04 FO-2.5 3 24.0 95.5 25.8 92 97 1-A
378 09/08/04 FG-2.0 3 24.0 95.5 24.9 93 98 1-A
TEST LOCATION: UTILITIES
374 SANITARY SEWER SERVICE TO BLOCKA, PAD 16
375 SANITARY SEWER SERVICE TO BLOCKA, PAD 16
376 SANITARY SEWER SERVICE TO BLOCK A, PAD 16
377 SANITARY SEWER SERVICE TO BLOCK A, PAD 16
378 SANITARY SEWER SERVICE TO BLOCK A, PAD 16
CC: HENNESSEY ENGINEERING; CITY OF COPPELL
1. FILL * A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFrCATIONS
2 NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS ~sp~ly ubmitted
3 LIME STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4 CEMENTTREATED D RETEST ROYVELF-'ZTINn
ALPHA T INC.
Our test results and repor[s are lot the exclusive use Of the Client (and their designated recipients on file in our office) and shall riot be reproduced and/or distributed except with express approval of
ALPHA Tbeuseofournameand[estresurtsmustleceiveourwrittenapproval Testresu~tsandrep~r[sapp~y~n~y~thesamp~estes[edand/~bserved~andaren~Iindicatived/thequa~itiesd/
apparently identiCal or similar sbeclmens
Geotechnical Engineering /. Construction Materials Testing /. Environmental Engineenng ~.' Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dollars, Texas 7522~
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: 09/07/04
PROJECT:
ST. ANDREWS ESTATES
COPPELL, TEXAS
OUR REPORT NO.: 04219-26
TEST DATA:
TEST ~ ELEV. SOIL ID OPT~LM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPTH~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
299 09/07/04 FG-7.0 3 24.0 95.5 24.5 93 98 I-A
300 09/07/04 FG-6.5 3 24.0 95.5 24.7 94 98 1-A
301 09~07/04 FG-6.0 3 24.0 95.5 26.6 92 96 1-A
302 09/07/04 FG-5.5 3 24.0 95.5 25.4 93 97 1-A
303 09/07/04 FG-5.0 3 24.0 95.5 26.4 92 96 1-A
304 09/07/04 FG-1,5 3 24.0 95.5 27.1 91 95 1-A
305 09/07/04 FG-4.0 3 24.0 95.5 24.7 93 98 1-A
TEST LOCATION: UTILITIES
299 SANITARY SEWER SERVICE TO BLOCK A, PAD 11
300 SANITARY SEWER SERVICE TO BLOCK A, PAD 11
301 SANITARY SEWER SERVICE TO BLOCK A, PAD 11
302 SANITARY SEWER SERVICE TO BLOCK A, PAD 11
303 SANITARY SEWER SERVICE TO BLOCK A, PAD 11
304 ;ANITARY SEWER SERVICE TO BLOCK A, PAD 11
305 SANITARY SEWER SERVICE TO BLOCK A, PAD 11
CC: HENNESSEY ENGINEERING; CITY OF COPPELL
1 FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2 NATURAL SUSGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS Re ly ubm' ed
3 LIME STA"IUZEO C PERCENT IN P"'CE MOISTURE OOES NOT COMPLY WITH SPECIFICATIONS
ALP"*T T, ,NC.
Our test results and re~s are for the ex~usive u~ ~ ~ Cli~t (and their des~gnat~ ~pi~ on file in ~r ~i~) a~ shall ~t ~ ~r~u~ and/or distributed ex.pt with express a~mval of
ALPHA The use of ~r name and test results must re~ive ~r ~itten ap~ova~ Test results a~ re~s apply ~ly to the samples test~ en~or obse~ed, and are not indi~tive of ~ qualities ~
apparently identi~ or similar s~c~mens
Geotechnical Engineering /2, Construction Materials Testing /~ Environmental Engineering ~ Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dollop, Texas 7~229
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: 09/07/04
PROJECT:
ST. ANDREWS ESTATES
COPPELL, TEXAS
OUR REPORT NO.: 04219-26A
TEST DATA:
TEST SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE NUMBER MOISTURE DRY DENSITY MOI$3~IRE DRY DENSITY COMP.~TION COMMENT*
306 09/07/04 FG-3.5 3 24.0 95.5 24.6 94 98 1-A
307 09/07/04 FG-3.0 3 24.0 95.5 26.2 93 97 1-A
308 09/07/04 FG-2.5 3 24.0 95.5 24.9 93 97 1-A
309 09/07/04 FG-2.0 3 24.0 95.5 25.8 92 96 1-A
310 09/07/04 FG-I.5 3 24.0 95.5 24.1 94 98 1-A
311 09/07~04 FG-I.0 3 24.0 95.5 25.2 93 97 1-A
312 09/07/04 FG-0.5 3 24.0 95.5 25.6 93 97 1-A
TEST LOCATION: UTILITIES
306 SANITARY SEWER SERVICE TO BLOCK A, PAD 11
307 SANITARY SEWER SERVICE TO BLOCK A, PAD 11
308 SANITARY SEWER SERVICE TO BLOCK A, PAD 11
309 SANITARY SEWER SERVICE TO BLOCK A, PAD 11
310 SANITARY SEWER SERVICE TO BLOCKA, PAD 11
311 SANITARY SEWER SERVICE TO BLOCK A, PAD 11
312 SANITARY SEWER SERVICE TO BLOCK A, PAD 11
CC: HENNESSEY ENGINEERING; CITY OF COPPELL
1. FILL * A. iN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2 NATURAL SUBGRADE B PERCENTCOMPACTION DOES NOT COMPLY WITH SPECIFICATIONS s y ubm'
3 LIME STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIF,CATIONS ~p~yj~ed
4 CEMENT TREATED D RETEST ROY ~ELEZ
ALPHA TEE~TII~. ,NC.
Geotechnical Engineering P' Construction Materials Testing /7. Environmental Engineering ~ Consulting
ALPHA TESTING, INC.
220~ Wisconsin St., Suite I00
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: 09/07104
PROJECT:
ST. ANDREWS ESTATES
COPPELL, TEXAS
OUR REPORT NO.: 04219-26B
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*
% PCF % PCF
313 09/07/04 FG 3 24.0 95.5 24.7 93 98 1-A
314 09/07/04 FG-7.0 3 24.0 95.5 25.1 94 98 1-A
315 09/07/04 FG-6.5 3 24.0 95.5 25.9 92 97 1-A
316 09/07/04 FG-6.0 3 24.0 95.5 24.0 94 98 1-A
317 09/07/04 FG-5.5 3 24.0 95.5 25.8 92 97 1-A
318 09/07/04 FG-5.0 3 24.0 95.5 24.2 94 98 1-A
319 09/07/04 FG-4.5 3 24.0 95.5 25.6 92 96 1-A
TEST LOCATION: UTILITIES
313 SANITARY SEWER SERVICE TO BLOCK A, PAD 11
314 SANITARY SEWER SERVICE TO BLOCK A, PAD 12
315 SANITARY SEWER SERVICE TO BLOCK A, PAD 12
316 SANITARY SEWER SERVICE TO BLOCK A, PAD 12
317 SANITARY SEWER SERVICE TO BLOCK A, PAD 12
318 SANITARY SEWER SERVICE TO BLOCK A, PAD 12
319 SANITARY SEWER SERVICE TO BLOCK A, PAD 12
CC: HENNESSEY ENGINEERING; CITY OF COPPELL
I FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2 NATURAL SUBGRADE S. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS ~,~specff~ull~ Subm~itted
3 LiME STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4 CEMENT TREATED D. RETEST RO~VELEZ
ALPHA TESTING, INC.
Oul test results and reports are for the exclusive use of the Client (and their designated recipients on file ir~ our office) and shall not be reproduced and/or distributed except with express approval of
ALPHA The use of our name end test results must receive our written approval Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of
apparently ide~ical or similar specimens
Geotechn ca Engineering / Construction Materials Testing /, Environmental Engineering P.~ Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Mefro)
lAX: 972/406-8023
TESTED FOR:
ST. ANDREWS LAND COMPANY
CARROLLTON, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 09/07/04
PROJECT:
ST. ANDREWS ESTATES
COPPELL, TEXAS
OUR REPORT NO.: 04219-26C
TEST DATA:
TEST ~ ELEV. SOIL ID O~TIMLIM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPTH~ NUMBER MOISTURE DRY DENSn~ MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
320 09/07/04 FG-4.0 3 24.0 95.5 24.2 94 98 1-A
321 09/07/04 FG-3.5 3 24.0 95.5 26.8 92 96 1-A
322 09/07/04 FG-3.0 3 24.0 95.5 22.4 91 95 1-A
323 09/07/04 FG-2.5 3 24.0 95.5 25.4 92 97 1-A
324 09/07/04 FG-2.0 3 24.0 95.5 26.0 92 96 1-A
325 09/07/04 FG-1.5 3 24.0 95.5 24.8 93 97 1-A
326 09/07/04 FG-I.0 3 24.0 95.5 25.1 93 97 1-A
TEST LOCATION: UTILITIES
320 SANITARY SEWER SERVICE TO BLOCK A, PAD 12
321 ;ANITARY SEWER SERVICE TO BLOCKA, PAD 12
322 SANITARY SEWER SERVICE TO BLOCK A, PAD 12
323 !SANITARY SEWER SERVICE TO BLOCK A, PAD 12
324 SANITARY SEWER SERVICE TO BLOCK A, PAD 12
325 SANITARY SEWER SERVICE TO BLOCKA, PAD 12
326 SANITARY SEWER SERVICE TO BLOCK A, PAD 12
CC: HENNESSEY ENGINEERING; CITY OF COPPELL
1 FILL · A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE B. PERCENT COMPACT'ON DOES NOT COMPLY WITH SPECIFICATIONS J~pecl~ul~ Sub,mitted
3 LIME STABILIZED C. PERCENT IN pLACE MOISTURE DOES NOT COMPLY WiTH SPECIFICATIONS
4 CEMENT TREATED D. RETEST RO
ALPHA TESTING, INC,
Our test results and repotls are for the exclusive use of the Client (and [heir designated recipients o~1 file in our office) and shall not be re~oducsd and/Or distributed excep[ with express approval of
ALPHA Theuseofournan'~andtestresultsmus[receiveourw~ilterlapproval Testre$u~tsandrep~1saPp~y~n~yt~thesa~p~e$testedand~r~bseP~ed~a~darer1~tindicati~eof~hequah~esOf
apparently identical or similar specimens
Geotechnical Engineering /; Construction Materials Testing #- Environmental Engineering ~. Consulting
ALPHA TESTING, INC.
2200 Wisconsin St., Suite 100
DoII~s, Texas 75229
972/620-8~I 1 - 972/263-4~37 (Metro)
FAX: 972/406-8023
TESTED FOR:
ST. ANDREWS LAND COMPANY
CARROLLTON, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 09/07/04
PROJECT:
ST. ANDREWS ESTATES
COPPELL, TEXAS
OUR REPORT NO.: 04219-26D
TEST DATA:
TEST ~ ELEV SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE:)EPTH'"'~ NUMBER MOISTURE DRY OENSITY MOISTURE DRY DENSFI~ COMPACTION COMMENT*
% PCF % PCF
327 09/07/04 FG-0.5 3 24.0 95.5 25.5 93 97 1-A
328 09/07/04 FG 3 24.0 95.5 26.5 91 96 1-A
329 09/07/04 FG-7.0 3 24.0 95.5 25.3 93 97 1-A
330 09/07/04 FG-6.5 3 24.0 95.5 24.1 94 98 1-A
331 09107/04 FG-6.0 3 24.0 95,5 24.9 93 97 1-A
332 09/07/04 FG-5.5 3 24.0 95.5 24.6 93 97 1-A
333 09/07/04 FG-5,0 3 24.0 95.5 25.0 93 98 1-A
TEST LOCATION: UTILITIES
327 SANITARY SEWER SERVICE TO BLOCKA, PAD 12
328 SANITARY SEWER SERVICE TO BLOCK A, PAD 12
329 SANITARY SEWER SERVICE TO BLOCKA, PAD 13
330 SANITARY SEWER SERVICE TO BLOCK A, PAD 13
331 SANITARY SEWER SERVICE TO BLOCK A, PAD 13
332 SANITARY SEWER SERVICE TO BLOCK A, PAD 13
333 SANITARY SEWER SERVICE TO BLOCK A, PAD 13
CC: HENNESSEY ENGINEERING; CITY OF COPPELL
2 NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS ed
3 LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS )~1
4 CEMENTTREATED O RETEST RO¥IVELEZJ
ALPHA TES~ING, INC.
Our test results and reports are for the 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 results must receive our written approval Test results and reports apply Only to the samples tested and/or observed, and ere r~t indicative of the qualities of
apparently idenpoal or similar specimens
Geotechnical Engineering /~ Construction Materials Testing ~' Environmental Engineenng ,/7- Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 7522~
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: 09/07/04
PROJECT:
ST. ANDREWS ESTATES
COPPELL, TEXAS
OUR REPORT NO.: 04219-26E
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LA~ IN pLACE IN PLACE PERCENT
NO. DATEDEPTH'"'~ NUMBER MOISTURE DRY DENSI~f MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
334 09/07/04 FG-4.5 3 24.0 95.5 24.2 94 98 1 -A
335 09/07/04 FG-4.0 3 24.0 95.5 26.8 91 96 1-A
336 09/07/04 FG-3.5 3 24.0 95.5 24.6 93 97 1-A
337 09~07/04 FG-3,0 3 24.0 95.5 26.0 92 96 1-A
338 09/07/04 FG-2.5 3 24.0 95.5 25.3 92 97 1-A
TEST LOCATION: UTILITIES
334 SANITARY SEWER SERVICE TO BLOCKA, PAD 13
335 SANITARY SEWER SERVICE TO BLOCKA, PAD 13
336 SANITARY SEWER SERVICE TO BLOCKA, PAD 13
337 SANITARY SEWER SERVICE TO BLOCKA, PAD 13
338 SANITARY SEWER SERVICE TO BLOCK A, PAD 13
CC: HENNESSEY ENGINEERING; CITY OF COPPELL
I FILL *A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
3. LIME STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS ~
4 CEMENT TREATED D RETEST ROY~'ELEZ ~'J
ALPHA TESTli~, INC,
Our test results and repods are for the exclusive use of the Client (and their designated recipients on file in our office) and shall not be reproduced and/or distributed except with e~q~ess approval of
ALPHA The use of our r~ame and test results must receive our w~itten approval Test results and repotls apply only to the samples tested and/or observed, and ere Pot indicative of the qualities of
epparently identical o¢ similar specimens
Geotechnical Engineering /: Construction Materials Testing /," Environmental Engineering ~' Consulting