Riverview Estates-LR 970505ALPHA TESTIN('~NC.
2209 wisconsin St., suite 100
Dallas, Texas 75229
(972) 620-8911
REPO " I' OF FIELD
COMPACTION TESTS
TESTED FOR HUFFINES & PARTNERS DATE 05/05/97
C/O CCM ENGINEERING
PROJECT RIVERVIEW ESTATES OUR REPORT NO. 97224-12
COPPELL, TEXAS
TEST DATA:
TEST DA~ ~ SOIL ID O~M~ MAXIMUM LAB IN PLACE IN P~CE PERCE~ COMMENT
MOIS~RE nY ~NSFFY ~IS~RE DRY DENS~ COMPACTI~
NO. NUMBER % ~F % ~F
67 05/05 FG-3 2 20.5 99.5 21.4 98 99 I-A
68 05/05 FG-i 2 20,5 99.5 21.~ 97 98 1-A
69 05/05 FG-3 2 20.5 99.5 21.2 98 99 1-A
70 05/05 FG-1 2 20.5 99.5 21.1 99 100 1-A
71 05/05 FG-3 2 20.5 99.5 20.8 98 99 1-A
72 05/05 FG-1 2 20,5 99.5 22.1 98 99 1-A
73 05/05 FG-I 2 20.5 99.5 23.4 96 96 1-A
TEST LOCATION:
67 WATER LINE BACKFILL - 200' W OF "T" AT INT OF SANDY LAKE RD & RIVERVIEW DR
!68 WATER LINE BACKFILL - 200' W OF "T" AT INT OF SANDY LAKE RD & RIVERVIEW DR
69 WATER LINE BACKFILL - 400' W OF "T" AT INT OF SANDY LAKE RD & RIVERVIEW DR
70 WATER LINE BACKFILL - 400' W OF "T" AT INT OF SANDY LAKE RD & RIVERVIEW DR
71 WATER LINE BACKFILL - 600' W OF "T" AT INT OF SANDY LAKE RD & RIVERVIEW DR
72 WATER LINE BACKFILL - 600' W OF "T" AT INT OF SANDY LAKE RD & RIVERVIEW DR
73 STOiRM SEWER BACKFILL - LINE "A" AT STATION ~5+00
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~,~ep~'13b~'R ' ed
C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
D. RETEST ~,,~ ~~~C.
ALPHA TESTI ~N~r. INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
(972) 620-8911
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR HUFFINES & PARTNERS DATE 05/05/97
C/O CCM ENGINEERING
PROJECT RIVERVIEW ESTATES OUR REPORTNO. 97224-12A
COPPELL, TEXAS
TEST DATA:
TEST DATE '""-.,,~LEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT COMMENT*
MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION
NO.DEPTH ~"-,.~ NUMBER % PCF % PCF
74 05/05 FG-1 2 20.5 99.5 22.9 97 98 1-A
75 05/05 FG-3 2 20.5 99.5 22.6 95 96 1-A
;6 05/05 FG-3 2 20.5 99.5 22.7 98 98 1-A
77 05/05 FG-1 2 20.5 99.5 21.3 98 98 1-A
TEST LOCATION:
'4 STORM SEWER BACKFILL - LINE "A" AT STATION #7+00
'5 STORM SEWER BACKFILL - LINE "A" AT STATION #7+00
'6 STORM SEWER BACKFILL - LINE "A" AT STATION #9+00
'7 STORM SEWER BACKFILL - LINE "A" AT STATION #9+00
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 -" "' He~~ :suDrr~ed
C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS