SS9402A-LR 960110ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
(214) 620-8911
REPORT OF FIELD
COMPACTION TESTS
TESTEDFOR: RIVER VALLEY ENTERPRISES DATE: 01/10/96
ROCKWALL, TEXAS
PROJECT:
GRAPEVINE THREE
COPPELL, TEXAS
OUR REPORT NO. 95767-10
TEST DATA:
TEST DATE ~ ELEV,ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DEPTH~'"-.~ NUMBER MOISTURE% DRY PcFDENS~Y MOISTURE% DRY PcFDENSITY COMPACTION COMMENT
16 01/10 FG-11 2 12.5 115.0 12.9 107 93 1-A
17 01/10 FG-10 2 12.5 115.0 12.7 106 92 1-A
18 01/10 FG-9 2 12.5 115.0 13.1 105 92 1-A
19 01/10 FG-8 2 12.5 115.0 13.8 106 92 1-A
20 01/10 FG-7 2 12.5 115.0 13.2 108 94 1-A
21 01/10 FG-6 2 12,5 115.0 13.4 105 91 1-A
22 01/10 FG-5 2 12.5 115.0 14.0 106 92 1-A
TEST LOCATION:
16 SANITARY SEWER STATION 7+60
17 SANITARY SEWER STATION 7+60
18 SANITARY SEWER STATION 7+60
19 SANITARY SEWER STATION 7+60
20 SANITARY SEWER STATION 7+60
21 SANITARY SEWER STATION 7+60
22 SANITARY SEWER STATION 7+60
1. FILL
2. NATURALSUBGRADE
3. LIME STABILIZED
4. CEMENTTREATED
A. TEST RESULTS COMPLY WITH SPECIFICATIONS
B. COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C. MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
D. RETEST
Respectf~
ALPHA TESTING, INC.
2209 wisconsin St., Suite 100
Dallas, Texas 75229
(214) 620-8911
REPORT OF FIELD
COMPACTION TESTS
TESTEDFOR: RIVER VALLEY ENTERPRISES DATE: 01/10/96
ROCKWALL, TEXAS
PROJECT: GRAPEVINE THREE OUR REPORT NO. 95767-10A
COPPELL, TEXAS
TEST DATA:
I ~ I ~ELEV, SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPTH ~.....m MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
NUMBER % PCF % PCF
23 01/10 FG-4 2 12.5 115.0 14.0 107 93 1-A
24 01/10 FG-3 2 12.5 115.0 12.6 107 93 1-A
25 01/10 FG-2 2 12.5 115.0 14.2 108 94 1-A
26 01/10 FG-1 2 12.5 115.0 15.1 107 93 1-A
27 01/10 FG 2 12.5 115.0 13.5 105 91 1-A
28 01/10 EG-11 2 12.5 115.0 15.0 105 91 1-A
29 01/10 FG-10 2 12.5 115.0 16.2 107 93 1-A
TEST LOCATION:
23 SANITARY SEWER STATION 7+60
24 SANITARY SEWER STATION 7+60
25 SANITARY SEWER STATION 7+60
26 SANITARY SEWER STATION 7+60
27 SANITARY SEWER STATION 7+60
28 SANITARY SEWER STATION 9+50
29 SANITARY SEWER STATION 9+50
2. NATURALSUBGRADE
3. LIME STABILIZED
4. CEMENTTREATED
* A. TEST RESULTS COMPLY WITH SPECIFICATIONS
B. COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C. MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
D. RETEST
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
(214) 620-8911
REPORT OF FIELD
COMPACTION TESTS
TESTEDFOR: RIVER VALLEY ENTERPRISES DATE: 01/10/96
ROCKWALL, TEXAS
PROJECT: GRAPEVINE THREE OUR REPORT NO. 95767-10B
COPPELL, TEXAS
TEST DATA:
TEST ~ELEV. SOIL ID O~IMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPTH ~....~ MOISTURE DRY DENSITY MOISTURE DRY DENSI~ COMPACTION COMMENT*
NUMBER % PCF % PCF
30 01/10 FG-9 2 12.5 115.0 14.9 105 91 1-A
31 01/10 FG-8 2 12.5 115.0 14.2 105 91 1-A
32 01/10 FG-7 2 12.5 115.0 14.0 107 93 1-A
33 01/10 FG-6 2 12.5 115.0 13.2 105 91 1-A
34 0]/10 FG-5 2 12.5 115.0 12.9 107 93 1-A
35 01/10 FG-4 2 12.5 115.0 15.2 108 94 1-A
36 01/10 FG-3 2 12.5 115.0 15.0 106 92 1-A
TEST LOCATION:
30 SANITARY SEWER STATION 9+50
31 SANITARY SEWER STATION 9+50
32 SANITARY SEWER STATION 9+50
33 SANITARY SEWER STATION 9+50
34 SANITARY SEWER STATION 9+50
35 SANITARY SEWER STATION 9+50
36 SANITARY SEWER STATION 9+50
1. FILL
2, NATURAL SUBGRADE
3. LIME STABILIZED
4. CEMENT TREATED
A. TEST RESULTS COMPLY WITH SPECIFICATIONS
B. COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C. MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
D. RETEST
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
(214) 620-8911
REPORT OF FIELD
COMPACTION TESTS
TESTEDFOR: RIVER VALLEY ENTERPRISES DATE: 01/10/96
ROCKWALL, TEXAS
PROJECT: GRAPEVINE THREE OUR REPORT NO. 95767-10C
COPPELL, TEXAS
TEST DATA:
TEST ~ELEV. SOIL ID OPTIMUM MAXIMUM LAS IN PLACE IN PLACE PERCENT
NO. DATEDEPTH ~'~"a NUMBER MOISTURE% DRYpcFDENSITY MOISTURE% DRYPCFDENSITY COMPACTION COMMENT*
37 01/10 FG-2 2 12.5 115.0 14.3 108 94 1-A
38 01/10 FG-1 2 12.5 115.0 13.4 108 94 1-A
39 01/10 FG 2 12.5 115.0 15.7 106 92 1-A
TEST LOCATION:
I
'37 SANITARY SEWER STATION 9+50
38 SANITARY SEWER STATION 9+50
39 SANITARY SEWER STATION 9+50
1. FILL
2. NATURAL SUBGRADE
3. LIME STABILIZED
4. CEMENT TREATED
* A. TEST RESULTS COMPLY WITH SPECIFICATIONS
B. COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C. MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
D. RETEST