ST8804-LR 891219 BAKER. SHIFLETT, Inc.
Engineers
~ ¢onstruction Materials Engineering Division
ABQ Development Corporation P~O.m~: Heartz Road; Tract 7
P.O. Box 25625
Albequerque, New Mexico 87125 LOCA~ONz Coppell, Texas
Attn: Mr. Jay A. Chester,P.E. m~ORT~O: 892544-2
December 19, 1989
RESULTS OF FIELD DENSITY TESTS
TEST LABORATORY COMPACTION FIELD COMPACTION
DATE TEST LOCATION
NO. CURVE MOISTURE DENSITY COMPACTION
LIFT NO. OMC, % MDD, pcf % pcf %
26 12-12 Sta 0+50 E x 75' S of CL I C-i 16.7 110.1 14.2' 105.8 96
27 " Sta 1+20 E x 75' S of CL i HR-1 15.4 112.4 15.3 104.5 93*
28 ' Sta 6+75 E x 50' N of CL 1 HR-4 13.6 113.6 12.2 108.3 95
29 " Sta 6+15 E x 125' N of CL 1 HR-4 " " 15.9 100.4 88*
30 " Sta 6+50 E x 250' S of CL i HR-1 15.4 112.4 15.8 104.8 93*
31 12-13 Sta 5+50 E x 0' from CL I C-1 16.7 110.1 17.7 104.4 95
32 " Sta 5+25 E x 200' N of CL I HR-I/C-] 15.5 111.2 16.5 106.2 95
33 " Sta 5+50 E x 250'S of CL I HR-2/C-] 16.7 109.5 16.6 104.1 95
34 " Sca 6+50 E x 250' S of CL 1 HR-1 15.4 112.4 15.5 106.8 95
(RETEST OF TEST NO. 30)
35 " Sta 6+15 E x 125'N of GL 1 HR-4 13.6 113.6 13.3 108.3 95
(RETEST OF TEST NO. 29)
36 " Sta 0+50 E x 75' S of CL 1 C-I 16.7 110.1 15.6 104.6 95
37 " Sta 0+50 g x 225' N of CL 2 C-i " " 15.5 104.7 95
38 " Sta 1+50 E x 150' S of CL 2 C-l/HR-: 15.5 111.2 17.7 104.8 96
39 Sta 1+50 E x 50' N of CL 2 C-1 16.7 110.1 19.6 105.3 97
40 " Sta 3+50 E x 350' S of CL SG HR-2 16.8 108.9 20.1 103.4 95
41 " Sta 5+75 E x 350' S of CL SG HR-2 " " 19.0 103.5 95
42 " Sta 1+20 E x 70' S of CL 1 HR-I 15.4 112.4 16.1 106.7 95
(RETEST OF TEST NO. 27)
43 12-14 Sca 2+50 E x 250' S of CL 2 C-1 16.7 110.1 17.0 106.6 97
REMARKS: Tests performed by T. Thompson TESTMETHOOS:ASTMD2g22, D3017,
Station Numbers from Heartz Road; CL- Centerline of Tract 7 O1556, D 2167 or D 2937
* Does not comply with project specifications.
DF:S 2 2 1989 ili!l BAI(ER-SHIFLETT, INC.
1~'. J~rry Parche'~ ?.E.
City of Coppell i
Attn: Mr. ~rr7 Davis
W£er Bros, Inc.
Attn: Mr. Lee Wier
David R. Friets, P.E.
5450 East Loop 820 South P.O. Box 15822 Fort Worth, Texas 76119 (817)478-8254 Metro 572-3411
Pl~o/~cr.- Heartz Road/Tract 7 ~O~T NO.: 892544-2
Coppell, Texas
RESULTS OF FIELD DENSITY TESTS
TEST LABORATORY COMPACTION FIELD COMPAC~ON
DATE TEST LOCA~ON
NO. CURVE MOISTURE DENSITY COMPAC~ON
UFT NO. OMC, % MDD, pcf % pcf %
44 12-14 Sta 2+50 E x 0' from CL 2 C-I 16.7 ll0.l 17.0 107.3 97
45 " Sta 3+25 E x 200' N of CL 2 HR-I 15.4 112.4 18.5 108.4 96
46 " Sta 3+50 E x 0' from CL 2 HR-I " " 16.5 107.1 95
47 " Sta 3+50 E x 250' $ of CL 2 HR-1 " " 15.2 111.2 99
48 " Sta 2+25 E x 175' N of CL 2 C-2 15.3 111.0 17.0 104.9 95
49 " Sta 1+25 E x 200' N of CL 2 HR-2/C-] 16.7 109.5 20.4 103.7 95
50 " Sta i+75 E x 100' S of CL 2 C-1 " " 19.2 105.3 96
51 " S=a 4+75 E x 200' N of CL 2 HR-i/C-] 15.5 111.2 17.7 107.4 97
52 " Sca 6+25 E x 15' S of CL 2 HR-2/C-] 16.7 109.5 18.7 104.4 95
53 " S=a 4+50 E x 200' S of CL 2 HR-I 15.4 112.4 14.7 109.2 97
54 " S=a 5+50 E x 150' $ of CL 2 ~-2/H~-] 16.1 110.6 16.9 105.0 95
55 " Sta 5+75 E x 10' N of CL 2 HR-2/C-: 16.0 109.9 16.4 106.7 96
56 " Sta 5+65 E x 225' N of CL 2 HR-2/C-~ " " 14.8 104.8 95
REMARKS: TEST METHODS: ASTM 0 2922, D 3017,
D 1556, D 2167 or 0 2937
5450 East Loop 820 South P,O. Box 15822 Fort Worth. Texas 76119 (817)478-8254 Metro 572-3411