St Andrews Est-LR040826 (2)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
PROJECT: ST. ANDREWS ESTATES
COPPELL. TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 08/26/04
OUR REPORT NO.: 04219-19
TEST DATA:
TEST ~ ELEV SOIL ID OPTtMUM MAXIMUM LAB IN PLACE iN PLACE PERCENT
NO. DATEDEPTH-~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY OENSITY COMPACTION COMMENT*
% PCF % PCF
86 08/26/04 FG-9.0 3 24.0 95.5 24.8 95 / 99 1-A
!
87 08/26/04 FG-8.5 3 24.0 95.5 24.0 95 '~ 1 -A
88 08/26/04 FG-8.0 3 24.0 95.5 24.3 9599'~ 1-A
89 08/26/04 FG-7.5 3 24.0 95.5 24.2 95 99 1 -A
90 08/26/04 FG-7.0 3 24.0 95.5 25.0 95 99 j 1 -A
91 08/26/04 FG-6.5 3 24.0 95.5 24.7 95 99¢ 1-A
92 08/26/04 FG-60 3 24.0 95.5 24.0 95 1 1-A
TEST LOCATION: UTILITIES
86 SANITARY SEWER SERVICE TO BLOCK A, PAD 1
87 SANITARY SEWER SERVICE TO BLOCK A, PAD 1
89 SANITARY SEWER SERVICE TO BLOCK A, PAD 1
90 SANITARYSEWERSERVICETOBLOCKA, PAD1
CC: HENNESSEY ENGINEERING; CITY OF COPPELL
1 FILL * A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATION~
2 NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3 LIME STABILIZED C PERCENT iN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4 CEMENTTREATED D. RETEST
Geotechnical Engineering
TESTING, INC.
with express approval
ndicaflve of the qualities of
Construction Materials Testing /; Environmental Engineering /;'~ Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 CMetro)
FAX: 972/406-8023
TESTED FOR:
ST. ANDREWS LAND COMPANY
CARROLLTON, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 08~26~04
PROJECT:
ST. ANDREWS ESTATES
COPPELL, TEXAS
OUR REPORT NO.: 04219-19A
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
93 08/26/04 FG-5.5 3 24.0 95.5 24.2 95 100 1-A
94 08/26/04 FG-5.0 3 24.0 95.5 24.5 95 99 1-A
95 08~26/04 FG-4.5 3 24.0 95.5 24.0 95 100 1-A
96 08/26/04 FG-4.0 3 24.0 95.5 24.3 95 100 1-A
97 08/26/04 FG-3.5 3 24.0 95.5 25.0 95 99 1-A
98 08/26/04 FG-3.0 3 24.0 95.5 25.0 94 99 1-A
99 08/26/04 FG-2.5 3 24.0 95.5 24.5 95 99 I-A
TEST LOCATION: UTILITIES
93 SANITARY SEWER SERVICE TO BLOCK A, PAD 1
94 SANITARY SEWER SERVICE TO BLOCK A, PAD 1
95 SANITARY SEWER SERVICE TO BLOCK A, PAD 1
96 SANITARY SEWER SERVICE TO BLOCK A, PAD 1
97 SANITARY SEWER SERVICE TO BLOCK A, PAD 1
98 SANITARY SEWER SERVICE TO BLOCK A, PAD 1 /~
/
/
99 SANITARY SEWER SERVICE TO BLOCK A, PAD 1. ~-/, ,
CC: HENNESSEY ENGINEERING; CITY OF COPPELL
1 FILL
2 NATURAL SUBGRADE
3 LIME STABILIZED
4 CEMENT TREATED
* A IN PLACE PERCENTMOISTUREAND PERCE
B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
D. RETEST
t with express approval of
lot indica*ive of the qualities of
Geotechnical Engineering [,' Construction Materials Testing 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: 08/26/04
PROJECT:
ST. ANDREWS ESTATES
COPPELL, TEXAS
OUR REPORT NO.: 04219-19B
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE tN PLACE PERCENT
NO, DATEDEPT~,,..~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
100 08126104 FG-2,0 3 24.0 95,5 24.9 95 / 99 I-A
101 08126104 FG-1.5 3 24.0 95.5 24.0 95 100 I-A
102 08~26~04 FG-1.0 3 24.0 95.5 24.5 95 99 I-A
103 08126104 FG-0.5 3 24.0 95.5 24.6 95 100 I-A
/
104 08/26/04 FG 3 24.0 95.5 24.2 95 99 /-A
/
TEST LOCATION: UTILITIES
100 SANITARY SEWER SERVICE TO BLOCK A, PAD 1
101 SANITARY SEWER SERVICE TO BLOCK A, PAD '1
102 SANITARY SEWER SERVICE TO BLOCK A, PAD 1
103 SANITARY SEWER SERVICE TO BLOCKA, PAD 1
104 SANITARY SEWER SERVICE TO BLOCKA, PAD 1
CC: HENNESSEY ENGINEERING; CITY OF COPPELL
1 FILL
2 NATURAL SUBGRADE
3 LIME STABILIZED
4 CEMENT TREATED
· A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C. PERCENT IN pLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
D RETEST
Our test results and reports are for the exclusive use of the Client (and/heir designated recipients on file in our office) and shall no~ be r,
ALPHA The use of our name and test results must receive our w~i~en approval Test results and reports apply only to [he samples tested and/or observed, ar
ESTING, INC.
with express approval of
Geotechnical Engineering #, Construction Materials Testing /~ Environmental Engineering ~ Consulting