St Andrews Est-LR040908ALPHA TESTING, INC.
2209 VVtsconsin ~t., Suite I00
Dollos, 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: 0§108/04
PROJECT:
ST. ANDREWS ESTATES
COPPELL, TEXAS
OUR REPORT NO.: 04219-27
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
339 09/08/04 FG-2.0 3 24.0 95.5 25.5 92 96 1-A
340 09/08/04 FG-I.5 3 24.0 95.5 24.5 93 98 1-A
341 09~08~04 FG-1.0 3 24.0 95.5 24.9 93 98 1-A
342 09/08/04 FG-0.5 3 24.0 95.5 24.9 93 97 1-A
343 09/08/04 FG 3 24.0 95.5 26.7 92 96 1-A
344 09~08/04 FG-5.0 3 24.0 95.5 24.3 94 98 1-A
345 09/08/04 FG-4.5 3 24.0 95.5 26.0 92 97 1-A
TEST LOCATION: UTILITIES
339 SANITARY SEWER SERVICE TO BLOCKA, PAD 13
340 SANITARY SEWER SERVICE TO BLOCK A, PAD 13
341 SANITARY SEWER SERVICE TO BLOCK A, PAD 13
342 SANITARY SEWER SERVICE TO BLOCK A, PAD 13
343 SANITARY SEWER SERVICE TO BLOCK A, PAD 13
344 SANITARY SEWER SERVICE TO BLOCK A, PAD 14
345 SANITARY SEWER SERVICE TO BLOCK A, PAD 14
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 ~spectfu~ ~ubmi~ed
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS V
4 CEMENT TREATED D RETEST ROY~ELEZ ~
ALPHA TESTING, INC,
Geotechnical Engineering /, Construction Materials Testing /: Environmental Engineenng #' 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: 09/08/04
PROJECT:
ST. ANDREWS ESTATES
COPPELL, TEXAS
OUR REPORT NO.: 04219-27A
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
346 09/08/04 FG-4.0 3 24.0 95.5 26.8 91 95 1-A
347 09/08/04 FG-3.5 3 24.0 95.5 25.5 93 97 1-A
348 09/08/04 FG-3.0 3 24.0 95.5 24.4 93 97 1-A
349 09/08/04 FG-2.5 3 24.0 95.5 25.8 92 96 1-A
350 09/08/04 FG-2.0 3 24.0 95.5 25.7 92 97 1-A
351 09/08/04 FG-1.5 3 24.0 95.5 24.6 93 97 I-A
352 09/08/04 FG-1.0 3 24.0 95.5 24.3 93 97 1-A
TEST LOCATION: UTILITIES
346 SANITARY SEWER SERVICE TO BLOCKA, PAD 14
347 SANITARY SEWER SERVICE TO BLOCK A, PAD 14
348 SANITARY SEWER SERVICE TO BLOCK A, PAD 14
349 SANITARY SEWER SERVICE TO BLOCKA, PAD 14
350 SANITARY SEWER SERVICE TO BLOCK A, PAD 14
351 SANITARY SEWER SERVICE TO BLOCK A, PAD 14
352 SANITARY SEWER SERVICE TO BLOCK A, PAD 14
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 SPECIFICAT,ONS J~spectf~tted
3 LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WiTH SPECIFICATIONS
4 CEMENTTREATED D RETEST ROYI~/ELEZ
ALPHA TESTINg. lNG
Geotechnical Engineering /, Construction Materials Testing /;' Environmental Engineering [,~ Consulting
ALPHA TESTING, INC.
220~ Wisconsin St., Suite 100
Dallas, 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: 09~08~04
PROJECT:
ST. ANDREWS ESTATES
COPPELL, TEXAS
OUR REPORT NO.: 04219-27B
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
353 09/08/04 FG-0.5 3 24.0 95.5 25.7 92 97 1-A
354 09/08/04 FG 3 24.0 95.5 26.6 92 96 1-A
355 09/08/04 FG-6.0 3 24.0 95.5 24.4 94 98 1-A
356 09/08/04 FG-5.5 3 24.0 95.5 25.9 92 96 1-A
357 09/08/04 FG-5.0 3 24.0 95.5 25.3 93 97 1-A
358 09/08/04 FG-4.5 3 24.0 95.5 24.8 93 97 1-A
359 09/08/04 FG-4.0 3 24.0 95.5 25.9 93 97 1-A
TEST LOCATION: UTILITIES
353 SANITARY SEWER SERVICE TO BLOCKA, PAD 14
354 SANITARY SEWER SERVICE TO BLOCKA, PAD 14
355 SANITARY SEWER SERVICE TO BLOCK A, PAD 15
356 SANITARY SEWER SERVICE TO BLOCKA, PAD 15
357 SANITARY SEWER SERVICE TO BLOCKA, PAD 15
358 SANITARY SEWER SERVICE TO BLOCK A, PAD 15
359 ;ANITARY SEWER SERVICE TO BLOCK A, PAD 15
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 ReS~CtfullYr,, ,Submitted
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS ~1~. ~
4 CEMENT TREATED D. RETEST ROY ",/ELEZ
ALPHA T INC.
Our {est results and rep0r[s are fo~ the excJusive use of the Client (and their designated recipients on file in our off~ce) and shall not be repreduced and/or distributed except with express approval of
ALPHA TheuSeofournameandtestresultsmuslreceiveourwr~ffenedproval Testresu~tsand~ed~r1s~p~y~n~yt~thesamp~estested~nd/~r~bserved~andaren~indicative~fthequa~ities~f
Geotechnical Engineering [.' Construction Materials Testing /;" Environmental Engineering /~: Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, 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: 09/08/04
PROJECT:
ST. ANDREWS ESTATES
COPPELL, TEXAS
OUR REPORT NO.: 04219-27C
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
360 09108104 FG-3.5 3 24.0 95.5 27.1 92 96 I-A
361 09/08/04 FG-3.0 3 24.0 95.5 24.3 94 99 I-A
362 09~08~04 FG-2.5 3 24.0 95.5 26.2 92 96 I-A
363 09108104 FG-2.0 3 24.0 95.5 24,9 92 97 I-A
364 09/08/04 FG-1.5 3 24.0 95.5 25.0 93 97 I-A
365 09/08/04 FG-1.0 3 24.0 95.5 24.9 93 97 1-A
366 09/08/04 FG-0.5 3 24.0 95.5 25.6 92 96 1-A
TEST LOCATION: UTILITIES
360 SANITARY SEWER SERVICE TO BLOCK A, PAD 15
361 SANITARY SEWER SERVICE TO BLOCK A, PAD 15
362 SANITARY SEWER SERVICE TO BLOCK A, PAD 15
363 SANITARY SEWER SERVICE TO BLOCK A, PAD 15
364 SANITARY SEWER SERVICE TO BLOCK A, PAD 15
365 SANITARY SEWER SERVICE TO BLOCK A, PAD 15
366 SANITARY SEWER SERVICE TO BLOCK A, PAD 15
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~ pecff.~ly ubmi ed
3 LIME STABILIZED C. PERCENT tN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4 CEMENT TREATED D RETEST ROY~TELEZ
ALPHA T~TII~, INC
Our test results and repods are lot the exclusive use of the Clier~t (and their designated recipients on file in our officel and sha~ not be reproduced end/or distributed except with express approval of
ALPHA The use of DUI name and test results must receive our written approva~ Tesl results and reports apply only ID the samples tested and/or observed, and are not indicative of the qualities of
apparently identical or similar specimens
Geotechnical Engineering /:: Construction Materials Testing /;' Environmental Engineering /? Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, 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: 09/08/04
PROJECT:
ST. ANDREWS ESTATES
COPPELL, TEXAS
OUR REPORT NO.: 04219-27D
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
367 09/08/04 FG 3 24.0 95.5 25,0 93 98 1-A
368 09~08/04 FG-7.0 3 24.0 95.5 24.7 93 97 1-A
369 09/08/04 FG-6.5 3 24.0 95.5 24.5 93 97 1-A
370 09/08/04 FG-6.0 3 24.0 95.5 26.0 92 97 1-A
371 09/08/04 FG-5.5 3 24.0 95.5 25.6 93 97 1-A
372 09/08/04 FG-5.0 3 24.0 95.5 24.8 94 98 1-A
373 09/08/04 FG-4.5 3 24.0 95.5 24.1 94 98 1-A
TEST LOCATION: UTILITIES
367 SANITARY SEWER SERVICE TO BLOCK A, PAD 15
368 SANITARY SEWER SERVICE TO BLOCK A, PAD 16
369 ~ANITARY SEWER SERVICE TO BLOCK A, PAD 16
370 !SANITARY SEWER SERVICE TO BLOCK A, PAD 16
371 SANITARY SEWER SERVICE TO BLOCK A, PAD 16
372 SANITARY SEWER SERVICE TO BLOCK A, PAD 16
373 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 SPECIFICATIONS
2 NATURAL SUBGRADE B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS ~.~pectfull~ Slbmi _~ed
3 LIME STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4 CEMENT TREATED D RETEST RD
ALPHA TESTIN~', INC
Our test results and reports are for the exclusive use of the Client (and their designated recipients on file in our Office} and shat} not be reproduCed and/or distributed except with express approval of
ALPHA The use of our name and test results must r,sceive our wTitten approval Test results and reports apply only ~e the samples tested and/or observed, arid are not ~ndicative of the qualities of
apparently identiCal or similar specimens
Geotechnical Engineedng /? Construction Matedals Testing /7' Environmental Engineering ~,' Consulting