ST8805-LR 890405BAKER. SHIFLETT, /nc.
Construction Materials Engineering Division
Engineers
April 5, 1989
Coppell Independent School District
1201 Wrangler Drlve
Coppell, Texas 75019
Dr. David Stanfleld
P~OJECT:
LOCATION:
P~ Boulevard &
Hlgh School Access Road
Coppell, Texas
RE~RTNO: 892488--3
RESULTS OF FIELD DENSITY TESTS
RETEST PERCENT
TEBT DATE OF TEST LOCATION PROCTOR FIELD FIELD OF
TEST MOISTURE DENBITY PROCTOR
NO. TEST L I FT NO. ~, ~C~: DENSITY
NUMBER
SOUTHWESTERN SECTION OF SITE:
134 3-27 - E 2050; N 1150 3 Fg/-3&l 26.5 98.1 95
135 " - E 2175; N 1225 3 F9/-3 27.2 90.7 100
NORTHWESTERN SECTION OF SITE:
136 " - Sta 54+25; 30 t S of Cl. 8 PW-3 28.8 87.2 96
137 " - E 2475; N 1365 7 PW-3 31.6 89.2 99
138 , - S'l'a 54+00; 25'N of Ct, 8 PN-3 27.5 92.3 102
'NORTHEASTERN SECTION OF SITE:
139 , - E 2600; N 1500 3 PW-3 31.8 87.6 97
Tests performed by T. Thompson TEST METHODS: ASTM D 2S22. D 3017. O 1SSi. O 21S7
OR D 2537
REMARKS: Refer to Plates 1 and 2, sent with Report 892488-1,
for grld locations.
BAKER-SHIFLETr, INC.
DISTRIBUTION:
1 Above
1 Jerry Parchet Consulting Engineers
Attn: Nr. Jerry Parche~, P.E.
1 CI'h/ of Coppell
Attn: Hr. Steven ~. Norton
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 572-341 t
1
2
PRO~ECT: Parkway Boulevard & High School Access Ed ,E"ORTNO: 892488--3
RESULTS OF FIELD DENSITY TESTS
RETEST PERCENT
TEST DATE OF TEST LOCATION PROCTOR FIELD FIELD OF
NO. TEST TEST MOISTURE DENSITY PROCTOR
NUMBER L I FT NO. ~ .cF DENSrrV
NORTI~/ESTERN SECTION OF.SITE:
140 3-27 - E 2400; N 1400 7 PW-3 27.5 92.1 102
141 " E 2300; N 1475 7 PW-3 30.9 87.5 97
PARKNAY BOULEVARD
142 3-31 - Sfa 55+50; 8tN of CL 6 F"d-3&2 21.1 104.4 100
143 " - Sta 54+10; lOrN of Ct. 6 PW-I&2 14.7 117.4 100
144 " - Sta 55+00; 25tS of Ct. 6 F~-2 14.0 118.0 100
145 " - S~'a 19+35; on CL 6 1~/-1&3 20.0 106.8 103
NORTHWESTERN SECTION OF SITE:
146 " - E 2400; N 1390 8 F'd-3&l 23.3 100.9 97
PARKWAY BOULEVARD
147 4-3 - Sfa 54+00; 10~ N of Ct. 9 Pt/-1 17.0 110.6 95
148 " - Sl'a 54+00; 10~ N of CL 10 1~/-1&2 18.2 112.4 96
149 ' - S't'a 55+05; 5~ S of CL. 10 1:~-1&2 13.0 111.5 95
150 . I - S'l'a 20+10; 3~ N of CL 10 I::'W-l&2 17.0 113.6 97
REMARKS:
BAKER-SHIFLE'rI', INC.
2 2
PAGE OF
SUMMARY OF MO I STURE-DENS I TY RELAT I ONSH I PS
Parkway Boul evard
Coppel l, Texas
ProJect No. 892488
MAX I MUM OPT I MUM
PROCTOR DRY DENSITY MOISTURE CONTENT
]).~T..LJ)E_.[F.~[ MATER I AL DESCR I PT I ON NO. PCF
2-24-89 Reddish brown clayey sand F~-I 116,5 13.3 27
2-24-89 Reddish brown/dk brc~vn PW-2 118.4 12,7 26
clayey sand
2-24-89 Yel Io~lsh brown clay PW-3 90.5 27,5 60
2-24-89 Brown cl ay PW-4 91.1 27,0 65
3-14-89 L+ gray clay w/sand laW-5 90.6 28.3 50
PL
11
13
30
25
26
PI
16
30
40
24
REMARKS; Unless otherwise noted, all Proctors have been performed using ASTM D 698.
SPECIFICATIONS.' ~;peclfled Dry Densl+.v Specified Molsfure Content
9§% and above 0 to +4%