ST8804-LR 891228 SHIFLETT, Inc.
Engineers
~ Construction Materials Engineering Division
ABQ Development Corporation FROJ~: Heartz Road; Tract 7
P.O. Box 25625
Albequerque, New Mexico 87125 LOCATION: Coppell, Texas
Attn: Mr. Jay A. Chester,P.E. R~PORT NO: 892544-3
December 28, 1989
RESULTS OF FIELD DENSITY TESTS
TEST LABORATORY COMPAC'nON FIELD COMPACTION
DATE TEST LOCATION
NO. CURVE MOISTURE: DENSITY COMPACTION
UFT NO. OMC, % MDD, pcf % pcf %
57 12-18 Sta 6+50 E x 250'S of CL 2 HR-2&4 14.g 111.5 16.6 105.9 95
58 " Sta 6+75 E @ CL 2 HR-2&4 " " 14.0 109.0 98
59 " Sta 6+50 E x 200'N of CL 2 HR-4 13.0 114.2 16.0 112.0 98
60 " Sta 3+25 E x 375'N of CL SG HR-2 16.8 108.9 Z0.5 103.3 95
61 " Sta 3+75 E x 550'N of CL SG HR-2 " " 20.8 103.3 95
62 " Sta 1+25 E x 250'N of CL 3 HR-2&4 14.9 111.5 15.2 99.5 89*
63 " Sta 1+50 E x 150'N of CL 3 HR-2&4 " " 17.6 94.8 85*
64 12-19 Sta 5+75 E x 350'N of CL SG HR-2 16.8 108.9 20.5 105.1 97
65 " Sta 4+75 E x 375'S of CL 1 HR-Z&4 14.9 111.5 18.7 103.4 93*
66 " Sta i+25 E x 160'S of CL 3 HR-Z 16.8 108.9 18,2 103.Z 95t
RE-TEST OF TEST NO. 62
67 " Sta 1+75 E @ CL 3 HR-4 13.0 114.2 15.9 110.3 97t
RE-TEST OF TEST NO. 63
68 " Sta 2+50 E x 150'N of CL 3 HR-2&4 14.9 111.5 17.2 109.0 98
69 " Sta 0+75 E x 100'S of CL 3 HR-2 16.8 108.9 18.0 103.2 95
70 " Sta 3+50 E x 160'N of CL' 3 HR-Z&4 14.9 111.5 15.0 105.0 95
71 Sta 3+25 E x 200'N of CL 3 HR-2~3 !5.1 112.2 18.2 106.6 95
7Z 12-20 Sca 4+50 E x 150'N of CL 3 HR-Z 16.8 108.9 18.1 104.8 96
73 " Sca 5+50 E x 150'N of CL 3 HR-2 " " 17.5 103.5 95
74 " Sta 5+50 E x ZOO'S of CL 3 HR-4 13.0 114.2 15.5 109.4 96
75 " Sta 0+50 E x 200'S of CL 3 HR-4 " " 13.3 112.1 98
REMARKS: Tests performed by T. Thompson & R. Moseley. TESTMETHODS:ASTMDL~2~,D3017,
Station Numbers from Heartz Road~ CL - Centerline of Tract 7 D1556, D 2167 or D 2937
* Does not comply with project specifications.
t This retest now complies with project specifications.
BAKER-SHIFLETT, INC.
DISTRIBUTION:
1 Mr. Jerry Parche', P.E.
1 City of CoppeLL
Attn: Mr. Larry Davis
1 Wier Bros, Inc.
Attn: Mr. Lee Wist David R. Friels, P.E.
5450 East Loop 820 South P.O. Box 15822 Fort Worth, Texas 76119 (817)478-8254 Metro 572-3411
~oJzc~: Heartz Road/Tract 7 PJ~O~T NO.-- 892544-3
Coppell, Texas
RESULTS OF FIELD DENSITY TESTS
TEST LABORATORY COMPACTION FIELD COMPACT]ON
DATE TEST LOCATION
NO. CURVE MOISTURE DENSITY COMPACTION
LIFT NO. OMC, % MDD, pcf % pcf %
76 12-20 RE-TEST OE TEST NO. 65 [ ER-4 ' ' 17.0 109.7 961
77 " Sca 0+50 E x iSO'N of CL 4 HR-4 13.0 114.2 14.4 109.9 96
78 " Sca 1+50 E x 150'N of CL 4 I~R-2 16.8 108.9 16.8 104.7 96
79 " Sca 1+50 E x 200'S of CL 3 I~R-2 ' " 16.9 105.5 97
REMARKS: TEST ME'n-IODS: ASTM D 2~22, D 3017,
D 1556, D 2167 or D 2937
5450 East Loop 820 South P.O. Box 15822 Fort Worth, Texas 76119 (817)478-8254 Metro 572-3411