Riverview Estates-LR 970814ALPHA TESTIN,.~"~iNC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
(972) 620-8911
REPOrlT OF FIELD
COMPACTION TESTS
TESTED FOR
HUFFINES & PARTNERS
C/O CCM ENGINEERING
DALLAS, TEXAS
DATE
08/14/97
PROJECT RIVERVIEW ESTATES OUR REPORT NO. 97224-37
COPPELL, TEXAS
TEST DATA:
TEST DATE ~ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT COMMENT*
MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION
NO.DEPTH -"~.~ NUMBER % PCF % PCF
214 08/14 FG 6L 17.5 99.5 21.4 97 98 3-A
215 08/14 FG 6L 21.3 95.2 21.4 90 95 3-A
TEST LOCATION:
214 PAVING - RIVER DRIVE AT STATION 1+00 ON CENTER LINE
215 PAVING - ELM FORK AT STATION 1+50 ON CENTER LINE
1. FILL
2. NATURAL SUBGRADE
3. LIME STABILIZED
4. CEMENT TREATED
CG01083-18
* A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS _ ~.
B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS R
C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS '
D. RETEST
RESULTS OF SIEVE ANALYSIS
TOTAL PERCENT
SIEVE . PASSING
3/8" 100
#4 99
#8 80
$16 59
#30 43
#50 24
#100 3
#200 1
SPECIFIED PERCENT
.. . PASSING
100
'95 - 150
80 - 100
50 - 85
25 - 65
10 - 30
0 - 10
0 - 3
DESCRIPTION: FINE AGGREGATE
LOCATION: ON SITE STOCKPILE AT BATCH PLANT
SPECIFICATION: ASTM C-33, SECTION 6.1
HUFPINES & PARTNERS
C/O CCM ENGINEERING
RIVERVIEW ESTATES
COPPELL, TEXAS
RESULTS OF SIEVE ANALYSIS
97224-38 8/15/97
RESULTS OF SIEVE ANALYSIS
TOTAL PERCENT
~ASSING
SPECIFIED PERCENT
,,p~SSING
2" 100
1 1/2" 98
3/4" 61
1/2" 19
#4 2
DECANT
100
/
95 - 100
40 - 70
10 - 30
0 - 5
0 - 1
DESCRIPTION: COARSE AGGREGATE (GRADE NO. 2)
LOCATION: ON SITE STOCKPILE AT BATCH PLANT
SPECIFICATION: N.T.C.O.G. ITEM 2.1.1(c)
HUFFINES & PARTNERS
C/O CCM ENGINEERING
RIVERVIEW ESTATES
COPPELL, TEXAS
RESULTS OF SIEVE ANALYSIS
97224-39 08/15/97
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
(972) 620-8911
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR
HUFFINES & PARTNERS
C/O CCM ENGINEERING
DALLAS, TEXAS
DATE
08/14/97
PROJECT RIVERVI~ ESTATES OUR REPORT NO. 97224-37
COPPELL, TEXAS
TEST DATA:
TEST DATE SOIL ID OPTIMU~ MAXIMUM LAB IN PLACE IN PLACE PERCENT COMMENT*
MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION
NO. NUMBER % PCF % PCF
214 08/14 FG 6L 17.5 99.5 21.4 97 98 3-A
215 08/14 FG 6L 21.3 95.2 21.4 90 95 3-A
TEST LOCATION:
214 PAVING - RIVER DRIVE AT STATION 1+00 ON CENTER LINE
215 PAVING - ELM FORK AT STATION 1+50 ON CENTER LINE
1. FILL
2. NATURAL SUBGRADE
3. LIME STABILIZED
4. CEMENT TREATED
CG01083-18
* A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS R~
B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS R
C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
D. RETEST