St Andrews Est-LR040902ALPHA TESTING, INC.
2209 Wisconsin St,, Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOr:
PROJECT:
TEST DATA:
ST. ANDREWS LAND COMPANY
COPPELL, TEXAS
DATE: 09/02/04
OUR REPORT NO.: 04219-25
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPTH~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITYCOM~COM CTION COMMENT*
% PCF % PCF f
259 09/02/04 FG-1.5 3 24.0 95.5 25.1 91/~'~695 I-A
260 09~02~04 FG-1.0 3 24.0 95.5 24.5 92 I-A
261 09/02/04 FG-0.5 3 24.0 95.5 24.1 93 j 97 I-A
262 09~02~04 FG 3 24.0 95.5 24.7 93I 97 1 -A
263 09~02~04 FG-7.0 3 24.0 95.5 24.1 93 97 I-A
264 09/02/04 FG-6.5 3 24.0 95.5 25.8 92 ~ 97 I-A
265 09/02/04 FG-6.0 3 24.0 95.5 25.3 92~'1 97 I-A
TEST LOCATION: UTILITIES
259 SANITARY SEWER SERVICE TO BLOCK A, PAD 7
261 SANITARY SEWER SERVICE TO BLOCK A. PAD 7
262 SANITARY SEWER SERVICE TO BLOCK A, PAD 7
263 SANITARY SEWER LINE B AT STATION 4+55 .~,~j[ / ,'
264 SANITARY SEWER LINE B AT STATION 4+55
265 SANITARY SEWER LINE B AT STATION 4+55
CC: HENNESSEY ENGINEERING; CITY OF COPPELL
1 FILL * A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2 NATURALSUBGRADE B PERCENTCOMPACTIONDOESNOTCOMPLYWITHSPECIFICATIONS ~l~s[ectf~llyjSubr,spectf Ily ubmitted
3 LIME STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
ROY[/ELEZ ~
4 CEMENTTREATED E) RETEST
ALPHA TESTING, INC
Our test results and reports are for the exclusive use of the Client (and their designated recipients on hie ~n our office) and shaft 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 are nat indicative of the qualities of
apparently identical or $1mdar specimens
Geotechnical Engineering /, Construction Materials Testing /, Environmental Engineering /? Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texos 75229
972/620-8¢11 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR:
ST. ANDREWS LAND COMPANY
CARROLLTON, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 09/02/04
PROJECT:
ST. ANDREWS ESTATES
COPPELL, TEXAS
OUR REPORT NO.: 04219-25A
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPTH'~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
266 09/02/04 FG-5.5 3 24.0 95.5 25.4 91 96 1-A
267 09/02/04 FG-5.0 3 24.0 95.5 24.3 92 97 1-A
268 09~02~04 FG-4.5 3 24.0 95.5 25.2 92 97 1-A
269 09~02/04 FG-4.0 3 24.0 95.5 24.2 94 98 I-A
270 09/02/04 FG-3.5 3 24.0 95.5 27.4 91 96 I-A
271 09/02/04 FG-3.0 3 24.0 95.5 26.1 92 97 I-A
272 09/02/04 FG-2.5 3 24.0 95.5 24.2 94 98 1-A
TEST LOCATION: UTILITIES
266 SANITARY SEWER LINE B AT STATION 4+55
267 SANITARY SEWER LINE B AT STATION 4+55
268 SANITARY SEWER LINE B AT STATION 4+55
269 SANITARY SEWER LINE B AT STATION 4+55
270 SANITARY SEWER LINE B AT STATION 4+55
271 SANITARY SEWER LINE B AT STATION 4+55
272 SANITARY SEWER LINE B AT STATION 4+55
CC: HENNESSEY ENGINEERING; CITY OF COPPELL
1 FILL *A INPLACEPERCENTMOISTUREANDPERCENTCOMPACTiONCOMPLYWITHSPECIFICATIONS
2 NATURAL SUBGRADE B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS Respectfulultv .°~hm~tbmitled
3 LIME STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS .-~O
4 CEMENTTREATED D RETEST ROYVELEZTi /'IlS N~,,
ALPHA T£ NC
Our test results and repods are for the exclusive use of lhe Client (and lheir designated recipients on file in our off,ceI 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 geports apply on{y to the samples tested end/er observed, and are not indicatfve of the quarities of
apparently ~dentical or similar specimens
Geotechnical Engineering /, Cnn,~truction 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: 09/02/04
PROJECT:
ST. ANDREWS ESTATES
COPPELL, TEXAS
OUR REPORT NO.: 04219-25B
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO, DATEDE pTH~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSII~' COMPACTION COMMENT*
% PCF % PCF
273 09/02/04 FG-2.0 3 24.0 95.5 25.0 94 98 1-A
274 09/02/04 FG-1.5 3 24.0 95.5 25.7 93 97 I-A
275 09/02/04 FG-1.0 3 24.0 95.5 25.3 93 97 I-A
276 09/02/04 FG-05 3 24.0 95.5 27.2 91 96 I-A
277 09/02/04 FG 3 24.0 95.5 26.7 92 96 I-A
278 09/02/04 FG-6.0 3 24.0 955 26.5 93 97 I-A
279 09/02/04 FG-5.5 3 24.0 95.5 25.5 93 98 1-A
TEST LOCATION: UTILITIES
273 ;ANITARY SEWER LINE B AT STATION 4+55
274 SANITARY SEWER LINE B AT STATION 4+55
275 SANITARY SEWER LINE B AT STATION 4+55
276 SANITARY SEWER LINE B AT STATION 4+55
277 SANITARY SEWER LINE B AT STATION 4+55
278 SANITARY SEWER LINE B AT STATION 7+55
279 SANITARY SEWER LINE B AT STATION 7+55
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 spec I~ Submitted
3 LIME STABILIZED C PERCENTINPLACEMOISTUREDOESNOTCOMPLYWITHSPECIFICATIONS ~;;~J~
4 CEMENTTREATED D RETEST ROYVELEZ
Our test results and repods are for the exclusive use of the Client (and their designated recipler~ts on fife in our offfce) and shall not be reproduced and/or distributed except with express approval of
ALPHA The use of our name and tesl results must receive our written approval Test resulls and reports apply only to the samples tested and/or observed and are not Jr)dlCatlve of the quarities of
apparently iden[ic8~ or similar specimens
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: 09~02~04
PROJECT:
ST. ANDREWS ESTATES
COPPELL, TEXAS
OUR REPORT NO.: 04219-25C
TEST DATA:
TEST ~ ELEV SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDE PTH~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
280 09~02~04 FG-5.0 3 24.0 95.5 27.3 92 96 I-A
281 09~02~04 FG-4.5 3 24.0 95.5 26.0 92 97 1-A
282 09~02~04 FG-4.0 3 24.0 95.5 26.5 92 96 I-A
283 09/02/04 FG-3.5 3 24.0 95.5 26.4 92 97 1-A
284 09~02~04 FG-3.0 3 24.0 95.5 24.0 94 98 1-A
285 09/02/04 FG-2.5 3 24.0 95.5 25.5 93 97 1-A
286 09/02/04 FG-2,0 3 24.0 95.5 26.7 92 96 I-A
TEST LOCATION: UTILITIES
280 SANITARY SEWER LINE B AT STATION 7+55
281 SANITARY SEWER LINE B AT STATION 7+55
282 SANITARY SEWER LINE B AT STATION 7+55
283 SANITARY SEWER LINE B AT STATION 7+55
284 SANITARY SEWER LINE B AT STATION 7+55
285 SANITARY SEWER LINE B AT STATION 7+55
286 SANITARY SEWER LINE B AT STATION 7+55
CC: HENNESSEY ENGINEERING; CITY OF COPPELL
1 FILL * A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2 NATURALSUBGRADE B PERCENTCOMPACTIONDOESNOTCOMPLYWITHSPECIFICATIONS RespecffullySubmitted
4 CEMENTTREATED D RETEST
ALPHA TEST~qG, INC
Our test resu4ts and reports are for the exclusive use of the C~ient (and their designated recipients on fife in our office) and shall not be reproduced and/or distributed except with express approval of
ALPHA Theuseofournameandtestresultsmustreceiveourwrrttenapprov&l TestresultsandrepodsapplyonJytothesamplestestedand/orobserved andarenotindicahveofthequalitJesof
apparently ~dentical or slm~[or 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: 09/02/04
PROJECT:
ST. ANDREWS ESTATES
COPPELL, TEXAS
OUR REPORT NO.: 04219-25D
TEST DATA:
TEST ~ ELEV SOIL ID OPTIMUM MAXIMUM LAB iN PLACE IN PLACE PERCENT
NO. DATEDEPTH~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
287 09/02/04 FG-I.5 3 24.0 95.5 26.1 92 96 1-A
288 09/02/04 FG-1.0 3 24.0 95.5 24.7 94 98 1-A
289 09/02/04 FG-0.5 3 24.0 95.5 25.8 92 96 1-A
290 09102/04 FG 3 24.0 95.5 25.3 94 98 1 -A
291 09/02/04 FG-8.0 3 24.0 95.5 26.0 92 96 1-A
292 09/02/04 FG-7.5 3 24.0 95.5 25.8 93 97 1-A
293 09/02/04 FG-7.0 3 24.0 95.5 25.9 93 97 1-A
TEST LOCATION: UTILITIES
287 SANITARY SEWER LINE B AT STATION 7+55
288 SANITARY SEWER LINE B AT STATION 7+55
289 SANITARY SEWER LINE B AT STATION 7+55
290 SANITARY SEWER LINE B AT STATION 7+55
291 SANITARY SEWER SERVICE TO BLOCK A, PAD 8
292 SANITARY SEWER SERVICE TO BLOCK A, PAD 8
293 SANITARY SEWER SERVICE TO BLOCKA, PAD 8
CC: HENNESSEY ENGINEERING; CITY OF COPPELL
1 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 CEMENTTREATED ID RETEST ROY~ELEZ
ALPHA TESTI~ INC.
Our test results and reports are for the excluswe use of the Cherat (and their designated reclp;ent s 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 are not indiCative of the qualities of
apparently identiCal or similar specimens
Geotechnical Enqineer/nq / Conetruction Material,s Test/hq / Environmental Enqineerinq / Consoltin¢
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: 09/02/04
PROJECT:
ST. ANDREWS ESTATES
COPPELL, TEXAS
OUR REPORT NO.: 04219-25E
TEST DATA:
TEST ~ ELEV SOIL ID OPTIMUM MAXIMUM LAB IN pLACE IN PLACE PERCENT
NO. DATEDE PTH~..h NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCE
294 09/02/04 FG-6.5 3 24.0 95.5 25.2 93 97 1-A
295 09/02/04 FG-6.0 3 24.0 95.5 26.1 93 97 1-A
296 09/02/04 FG-5.5 3 24.0 95.5 26.4 93 97 1 -A
297 09/02/04 FG-5.0 3 24.0 95.5 25.4 92 97 1-A
298 09/02/04 FG-4.5 3 24.0 95.5 24.4 94 98 1-A
TEST LOCATION: UTILITIES
294 SANITARY SEWER SERVICE TO BLOCK A, PAD 8
295 SANITARY SEWER SERVICE TO BLOCK A, PAD 8
296 SANITARY SEWER SERVICE TO BLOCK A, PAD 8
297 SANITARY SEWER SERVICE TO BLOCK A, PAD 8
298 SANITARY SEWER SERVICE TO BLOCK A, PAD 8
CC: HENNESSEY ENGINEERING; CITY OF COPPELL
1 FILL *A INPLACEPERCENTMOISTUREANDPERCENTCOMPACTIONCOMPLYWITHSPECIFICATIONS
3 LIME STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS ~f~
4 CEMENT TREATED D. RETEST ROY~ELEZ/~]
ALPHA TESI't/ffG, INC
Geotechnical Enqlneerino/ /, Construction Materials Testing / Environmental Enpineering /" Consulting