St Andrews Est-LR040903ALPHA 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: 09~03~04
PROJECT: ST. ANDREWS ESTATES OUR REPORT NO.: 04219-24
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. I SOIL lO OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE3EPTH~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY C~I~ACTION COMMENT*
% PCF % PCF
220 09103/04 FG-4.0 3 24.0 95.5 25.2 94 /! 98 1-A
221 09/03/04 FG-3.5 3 24.0 95.5 26.1 92~ 97 1-A
222 09/03/04 FG-3.0 3 24.0 95.5 25.4 93 97 1 -A
223 09/03/04 FG-2.5 3 24.0 95.5 24.1 94 I 98 1-A
224 09/03/04 FG-2.0 3 24.0 95.5 24.6 94 { 98 1-A
225 09/03/04 FG-1.5 3 24.0 95.5 27.4 91 . 95 1-A
226 09/03/04 FG-1.0 3 24.0 95.5 27.6 91 ~, 96 1-A
TEST LOCATION: UTILITIES
220 SANITARY SEWER SERVICE TO BLOCK A, PAD 8~--~ f
221 SANITARY SEWER SERVICE TO BLOCK A, PAD 8 ~ ~jl~ '
222 S^NITARYSEWER SERVIOETO BLOCKA, 8
223 SANITARY SEWER SERVICE TO BLOCK A, PAD 8 /
224 S^NITARY SEWER SERVICE TO BLOCK A, ~AD ~ · i /~
225 SANITARY SEWER SERVICE TO BLOCK A, PAD 8 '
226 SANITARY SEWER SERVICE TO BLOCK A, PAD 8
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~espect¥iy~ubmitted
3 LIME STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFiCATiONS ~
4 CEMENTTREATED D RETEST ROY'VELEZ ~)
ALPHA TEST~G, INC
Our test results and repods are for the exclusive use of the Client (and theft deslgnaled reopients on fiJe in our office) and shall not De reproduced and/or distributed except with express approval of
ALPHA The use of our name and test results must receive our wrftten approval Test results and repor[s apply only to the samples lasted and/er obsen~ed and are not indicative of the qualities of
apparently identical or similar specimens
Geotechnical Engineerin¢l ¢ Constn]ction Materials Testing /r 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: 09/03/04
PROJECT:
ST. ANDREWS ESTATES
COPPELL, TEXAS
OUR REPORT NO.: 04219-24A
TEST DATA:
TEST ~ ELEV SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPTH~ NUMBER MOISTURE ORY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
227 09/03~04 FG-0.5 3 24.0 95.5 24.3 94 99 1-A
228 09/03/04 FG 3 24.0 95.5 25,3 93 97 1-A
229 09/03/04 FG-7.0 3 24.0 95.5 27.0 92 96 1 -A
230 09/03/04 FG-6.5 3 24.0 95.5 24.9 93 97 1-A
231 09/03/04 FG-~.0 3 24.0 95.5 26.3 92 97 1-A
232 09/03/04 FG-5.5 3 24.0 95.5 27.3 91 96 1-A
233 09/03/04 FG-5.0 3 24.0 95.5 26.5 92 96 1-A
TEST LOCATION: UTILITIES
227 SANITARY SEWER SERVICE TO BLOCK A, PAD 8
228 SANITARY SEWER SERVICE TO BLOCK A, PAD 8
229 SANITARY SEWER SERVICE TO BLOCK A, PAD 9
230 SANITARY SEWER SERVICE TO BLOCK A, PAD 9
231 SANITARY SEWER SERVICE TO BLOCK A, PAD 9
232 SANITARY SEWER SERVICE TO BLOCK A, PAD 9
233 SANITARY SEWER SERVICE TO BLOCK A, PAD 9
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 ~ ---,Respectfully Submitted
4 CEMENTTREATED D RETEST
Our test results and reports ere for the exclusive use of the Client (and therr designated recipients on file In our office) and shal~ 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 repods apply only to the samples tested and/or observed and are not indicative of the qualities of
Geotechnical Engineering / Construction Materials Testing / Environmental Engineering /,: Consulting
ALPHA TESTING, INC.
2209 W{sconsin St., Suite
Dallas, Texas 7522~
972/620-8911 - 972/263-4937 (Metro)
FAX; 972/406-8023
TESTED FOR:
ST, ANDREWS LANDCOMPANY
CARROLLTON, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 09/03/04
PROJECT:
ST. ANDREWS ESTATES
COPPELL, TEXAS
OUR REPORT NO.: 04219-24B
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
234 09~03~04 FG-4.5 3 24.0 95.5 24.6 94 98 1-A
235 09/03/04 FG-4.0 3 24.0 95.5 24.7 93 98 1-A
236 09/03/04 FG-3.5 3 24.0 95,5 24,6 93 97 1-A
237 09/03/04 FG-3.0 3 24.0 95.5 27.6 91 95 1-A
238 09/03/04 FG-2.5 3 24.0 95.5 26.0 93 97 1-A
239 09/03/04 FG-2.0 3 24.0 95.5 24.5 93 98 1-A
240 09/03/04 FG-1.5 3 24.0 95.5 24,3 94 98 1-A
TEST LOCATION: UTILITIES
234 SANITARY SEWER SERVICE TO BLOCKA, PAD 9
235 SANITARY SEWER SERVICE TO BLOCKA, PAD 9
236 SANITARY SEWER SERVICE TO BLOCK A, PAD 9
237 SANITARY SEWER SERVICE TO BLOCK A, PAD 9
238 SANITARY SEWER SERVICE TO BLOCK A, PAD 9
239 SANITARY SEWER SERVICE TO BLOCK A, PAD 9
240 ~ANITARY SEWER SERVICE TO BLOCK A, PAD 9
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~spectl"ulCj/~bmmtt~S bmitt d
VJJ.,q2
3 LIME STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS 'V
4 CEMENT TREATED D. RETEST ROY"YELEZTiN ~'Jcs (3[,~
ALPHA TE
Our test results and reports are for the exclusive use of the Client (and their designated recipients on fi)e 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 ~he qualities of
apparently ider~tical or similar specimens
Geotechnical Engineering /, Construction Materials Testing /; Environmental Engineering /?' Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallos, 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: 09/03/04
PROJECT:
ST. ANDREWS ESTATES
COPPELL, TEXAS
OUR REPORT NO.: 04219-24C
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPTH'~ NUMBER MOISTURE ORY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
241 09/03/04 FG-I.0 3 24.0 95.5 25.8 92 97 1-A
242 09/03/04 FG-0.5 3 24.0 95.5 25.7 94 98 1-A
243 09/03~04 FG 3 24.0 95.5 25.0 94 98 1-A
244 09/03/04 FG-7.0 3 24.0 95.5 28.0 91 95 1-A
245 09/03/04 FG-6.5 3 24.0 95.5 25.4 93 97 1-A
246 09/03/04 FG-6.0 3 24.0 95.5 26.3 92 96 1-A
247 09/03/04 FG-5.5 3 24.0 95.5 25.1 94 98 1-A
TEST LOCATION: UTILITIES
241 SANITARY SEWER SERVICE TO BLOCK A, PAD 9
242 SANITARY SEWER SERVICE TO BLOCK A, PAD 9
243 SANITARY SEWER SERVICE TO BLOCK A, PAD 9
244 SANITARY SEWER SERVICE TO BLOCK A, PAD 10
245 SANITARY SEWER SERVICE TO BLOCK A, PAD 10
246 SANITARY SEWER SERVICE TO BLOCK A, PAD 10
247 SANITARY SEWER SERVICE TO BLOCK A, PAD 10
CC: HENNESSEY ENGINEERING; CITY OF COPPELL
1 FILL · A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2 NATURAL SUEGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS s~spec~u~ ~uo,rull Submitted
3 LIME STABILIZED C PERCENTINPLACEMOISTUREDOESNOTCOMPLYWITHSPECIFICATIONS I~lyU~
4 CEMENTTREATED D RETEST ROY~/ELEZ
^LPHA ¢&Zgc, 'NC
Our test resuJts and repods are for the exclusive use of the Client (and their desrgnated recipients on fr~e in OUr Office) and shall not be reproduced anrt/or distributed except with express approval of
ALPHA The use of our name and test results must receive our written approval Test resuJts and reports apply only to the sampres tested and/or observed and are not indicative of the qualities of
apparently identical or similar specimens
Geotechnical Enqineerinq / Construction Materials Testinq / Environmental Enqineering P Consultinq
ALPHA TESTING, INC.
220~ Wisconsin St., Suite 100
Dollas, 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: 09/03/04
PROJECT:
ST. ANDREWS ESTATES
COPPELL, TEXAS
OUR REPORT NO.: 04219~24D
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LA~ IN PLACE IN PLACE PERCENT
NO. DATEDEPTH~,.~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
248 09/03/04 FG-5.0 3 24.0 95.5 26.3 92 96 1-A
249 09/03/04 FG-4.5 3 24.0 95.5 27.4 92 96 1-A
250 09/03/04 FG-4.0 3 24.0 95.5 26.2 92 96 1-A
251 09/03/04 FG-3.5 3 240 95.5 25.3 93 97 1-A
252 09/03/04 FG-3.0 3 24,0 95.5 24.4 94 98 1-A
253 09/03/04 FG-25 3 24.0 95.5 250 94 99 1-A
254 09/03/04 FG-2.0 3 24.0 955 26.9 93 97 1-A
TEST LOCATION: UTILITIES
248 SANITARY SEWER SERVICE TO BLOCK A, PAD 10
249 SANITARY SEWER SERVICE TO BLOCK A, PAD 10
250 SANITARY SEWER SERVICE TO BLOCK A, PAD 10
251 SANITARY SEWER SERVICE TO BLOCK A, PAD 10
252 SANITARY SEWER SERVICE TO BLOCK A, PAD 10
253 SANITARY SEWER SERVICE TO BLOCK A, PAD 10
254 SANITARY SEWER SERVICE TO BLOCK A, PAD 10
CC: HENNESSEY ENGINEERING; CITY OF COPPELL
1 FILL ' A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2 NATURALSUBGRADE B PERCENTCOMPACTIONDOESNOTCOMPLYWlTHSPECIFICATIONS J~spectf~ll~ubmitted
3 LIME STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS ~
4 CEMENTTREATED D. RETEST ROY~/ELEZ ~J
ALPHA TESTI~:~, INC
Our test results and reporls are for the exclusive use of the Client (and their designated recipients on file in our office) and sha~ not be reproduced and/or distributed except with express approval of
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: 09/03/04
PROJECT:
ST. ANDREWS ESTATES
COPPELL, TEXAS
OUR REPORT NO.: 04219-24E
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
255 09/03/04 FG-1.5 3 24.0 95.5 25.6 93 97 I-A
256 09~03~04 FG-1.0 3 24.0 95.5 26.9 92 96 I-A
257 09~03~04 FG-05 3 24.0 95.5 24.9 94 98 I-A
258 09~03~04 FG 3 24.0 95.5 25.2 94 98 1-A
TEST LOCATION: UTILITIES
255 SANITARY SEWER SERVICE TO BLOCK A, PAD 10
256 SANITARY SEWER SERVICE TO BLOCK A, PAD 10
257 SANITARY SEWER SERVICE TO BLOCK A, PAD 10
258 SANITARY SEWER SERVICE TO BLOCK A, PAD 10
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~ ;pectf~ly. ~u.bmi~lly ubmitted
3 LIME STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS 1~,oy,~ ,,,~,~v
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 d~stributed except with express approval of
ALPHA The use of ou¢ name and test results mus~ receive our written approval Tern results and reports apply onry to the samples tested and/ar observed and are not indicative of the qualities of
Geotechmcal Engineenng / Construction Materials Testing / Environmental Engineering /," Consulting