Riverview Estates-LR 970812ALPHA TESTIN('~ .~NC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
(972) 620-8911
REPOHT OF FIELD
COMPACTION TESTS
TESTED FOR HUFFINES & P~J~l~ DATE 08/12/97
C/O CCM ENGINEERING
DALLAS, TEXAS
PROJECT
RIV~I~I~W ESTATES
COPPELL, T~XAS
OUR REPORT NO.
97224-35
TEST DATA:
TESTID~EI~SOILIDOP~MUM~IMUM~BIN~CEIN~CE~RCE~cOMMEN~
MOIS~RE DRY ~N$1~ ~ISTURE DRY DEN$1~ ~1~
NO. NUMBER % ~F % ~F
204 8-12 ~(SG) 4L 21.3 95.2 28.8 91 96 3A
205 8-12 ~(SG) 4L 21.3 95.2 24.5 93 98 3A
206 8-12 ~(SG) 4L 21.3 95.2 22.4 91 96 3A
207 8-12 FG(SG) 4L 21.3 95.2 26.8 85 89 3B
208 8-12 ~(SG) 4L 21.3 95.2 26.6 86 91 3B
TEST LOCATION:
204 AT THE CENTER LIN~ OF SUNRISE DRIVE AT STATION 2 + 00
205 2 FEET WEST OF THE CENTER LIN~ OF SUNRISE DRIVE AT STATION 1 + 00
206 3 FEET SOUTH OF T~B CENTER LINE OF GLADEPOINT DRIVE AT STATION 0 + 75
207 9 FEET NORTH OF TH~ CENTER LINE OF GLADEPOINT DRIVE AT STATION 4 + 00
208 AT THE CENTER LINE OF GLADEPOINT DRIVE AT STATION 6 + 00
1. FILL
2. NATURAL SUBGRADE
3. LIME STABILIZED
4. CEMENT TREATED
David~Stet~
B. PERCENT C~PACTION DOES NOT COMPLY WITH SPECIFICATIONS
C. PERCENT IN P~CE MOISTURE ~ES NOT COMPLY Wl~ SPECIFICATIONS
INC.
D. RETEST ~~'
CG01083-18
ALPHA TESTING, INC.
2209 Wisconsin St. '""'
Suite 100
Dallas, Texas 75229
(972) 620-8911
MEC, ANICAL
STABILIZATI(.. I / MODIFICATION
FINAL MIX
TESTED FOR
HUFFINES & PARTNERS
C/O CCM ENGINEERING
DALLAS, TEXAS
PROJECT
RIVERVIEW ESTATES
COPPELL, TEXAS
Area ~ Work: GRAPEVINE CREEK
DATE 08/12/97
OUR REPORT NO.
97224-35A
Date cement [] lime [] initially applied 08/09/97
Date of final mixing 0 8 / 12 / 9 7
Sample Location:
STA: 10+00 @ CENTER LINE
STA: 7+00 @ 3' SOUTH OF CENTER LINE
STA: 4+00 ~ 3' NORTH OF CENTER LINE
STA: 1+00 @ CENTER LINE
Average final compacted depth:
6 inches.
100% 1 3/4 60% #4 DEPTH
100 70.4 6"
100
100
100
67
73
11
11
Remarks:
COMPUDATA-CG01083-93
ALPHA TESTINg. ~