ST8805-LR 890505BAKER. SHIFLETT, /nc.
~Engineers
Construction Materials Engineering Division
May 5, 1989
Coppell Independent School Dlstrlc'l'
1201 Wrangler Drlve
Coppell, Texas 75019
Affn: Dr. David Sfanfleld
.R~ECT: Parkway Boulevard &
Hlgh School Access Road
LOCAT, ON: Coppell, Texas
RE.O.T"O: 892488-6
RESULTS OF FIELD DENSITY TESTS
RETEST PERCENT
TEST DATE OF TE~ LOCATION PROCTOR FIELD FIE~ OF
NO. TEST L I FT .ST MO,S~.E DENSITY PROCTOR
NUMBER ND. % ~F DEN$1W
WATER L I NE "A":
218 4-28 - S*a 0+50 1 F'W-I&2 14.3 114.6 98
219 " - S*a 2+10 2 PW-I&2 13.7 116.7 99
220 , - Sta 3+70 3 F'W-I&2 16.0 111.6 95
221 " - Sta 4+05, la~eral, 10'S 2 PW-I&2 13.4 111.7 95
222 " - Sta 5+30 2 PW-2&3 23.0 99.5 95
223 " - Sta 3+86, meter crossing, 1 F'W-1 16.1 110.5 95
10'S
224 " - Sta 1+00 2 IW/-I&2 15.0 113.2 96
225 " - Sta 3+50 2 F~-I&2 14.0 112.0 95
226 " I - Sta 5+50 2 PW-I&3 21.1 98.9 95
Tests performed by T. Thompson
RE~ARKS: Loca*ion references are station numbers referenced
to fhose provided on plans.
DISTRIBUTION:
1 Above
1 Jerry Parche' Consulting Engineers
A~-tn: Hr. Jerry Parche', P.E.
1 City of Coppell
Attn: Hr. Steven ~. Nor*on
TEST METHODS A~TM D 2922, D BO1?, D 166Bo D 21I?
OR D 2937
BAKER-SHIFLETT, INC.
Glenn C. Goss, P.E.
Texas'49386
PAGE
5450 East Loop 820 South P.O, Box 15822 Fort Worth, Texas 76119 (817)478-8254 Metro 572-3411
1 1
2-24-89
2-24-89
SUM~4ARY OF MOISTURE-DENSITY RELATIONSHIPS
Parkway Boulevard
Coppell, Texas
ProJec, No. 892488
PROCTOR
HATERIAL DESCRIPTION NO.
Reddish brown clayey sand PW-1 116.5
Reddlsh brown/dk brown PI/-2 118.4
clayey sand
2-24-89 Yellowish brown clay Ptf-3 90.5 27.5
2-24-89 Brown clay PW-4 91.1 27.0
3-14-89 Lt gray clay w/sand PW-5 90.6 28.3
4-17-89 Lt brown sllty, clayey P~-6 124.3 10.8
sand w/gravel
MAX I IVlUM OPT I MUM
DRY DENS I TY MO I STURE CONTENT
PCF ~
13.3
12.7
_J.L_ __EL_
27 11 16
26 13 13
REHARKS: Unless ofherwlse not'ed, all Proctors have been performed using ASTI4 D 698.
SPECIFICATIONS: Specified Dry Density Specified ~toisture Content
95% and above 0 to +4%
60 30 30
65 25 40
50 26 24
19 12 7
SUMMARY OF MO I STURE-DENS I TY RELAT I ONSH I PS
Parkway Boulevard
Coppell, Texas
Project No. 892488
2-24-89
2-24-89
MATERIAL DESCRIPTION
Reddish brown clayey sand PW-1
Reddish brown/dk brown PW-2
clayey sand
2-24-89 Yellowish brown clay PW-3 90.5 27.5
2-24-89 Brown clay PW-4 91.1 27.0
3-14-89 Lt gray clay w/sand 1~!-5 90.6 28.3
4-17-89 Lt brown silty, clayey F~-6 124.3 10.8
sand w/gravel
~XI~M OPTI~M
PRO.OR DRY DENS I~ MOl S~RE COGENT
No. P~ %
116.5 13.3
118,4 12,7
27
26
60
65
50
19
11
13
30
25
26
12
PI
16
13
30
40
24
7
REMARKS: Unless otherwise noted, all Proctors have been performed using ASTM D 698.
SPECIFICATIONS: Speclfled Dry Density. Speclfled Moisture Content
95% and above 0 to +4%