ST8804-LR 891219 (3) SHIFLETI], Inc.
Engineers
~ Construction Materials Engineering Division
CORRECTEO COPY
(Oestroy all previous copies of this report)
ABQ Development Corporation F~OJECr: Heartz Road; Tract 7
P.O. Box 25625
Albequerque, New Mexico 87125 LOCATION: Coppell, Texas
Attn: Mr. Jay A. Chester,P.E.
gg~OgT NO.- 892544-2
December 19, 1989
RESULTS OF FIELD DENSITY TESTS
TEST LABORATORY COMPACTION FIELD COMPACTION
DATE TE b-'l' LOCA'F1ON
NO. CURVE MOISTURE DENSITY COMPACTION
UFT N~ OMC, % MOD, pcf %
26 12-12 Sta 0+50 E x 75'S of CL 1 C-i 16.7 110.1 14.2' 105.8 96
27 " Sta I+20 E x 75'S of CL I HR-I 15.4 112.4 15.3 104.5 93*
28 ' Sta 6+75 E x 50'N of CL 1 HR-4 13.0 114.2 12.2 108.3 95
29 ' Sca 6+15 g x 125'N of CL 1 HR-4 " " 15.9 100.4 88*
30 " Sta 6+50 g x 250'S of CL 1 ~R-1 15.4 112.4 15.8 104.8 93*
31 12-13 Sta 5+50 E @ CL 1 C-I 16.7 110.1 17.7 104.4 95
32 " Sca 5+25 E x 200~N of CL 1 ~-lfC-1 15.5 111.2 16.5 106.2 95
33 " Sca 5+50 E x 250'S of CL I ~-2/C-1 16.7 109.5 16.6 104.1 95
34 " RE-TEST OF TEST NO. 30 1 HR-1 15.4 112.4 15.5 106.8 95?
35 " RE-TEST OF TEST NO. 29 1 HR-4 13.0 114.2 13.3 108.3 95?
36 " RE-TEST OF TEST NO. 26 1 C-1 16.7 110.1 15.6 104.6 95?
37 " Sta 0+50 E x 225'N of CL 2 C-1 " 15.5 104.7 95
38 " Sta 1+50 E x 150'S of CL 2 ~-i/HR-II 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 IO3.4 95
41 " SCa 5+75 E x 350'S of CL SG HR-2 " " 19.0 103.5 95
42 " RE-TEST OF TEST NO. 27 1 HR-1 15.4 112.4 16.1 106.7 95?
43 12-14 Sta 2+50 E x 250'S of CL 2 C-1 16.7 110.1 17.0 106.6 97
44 " $ta 2+50 E @ CL 2 C-1 ' " 17.0 107.3 97
REMARKS: Tests performed by T. Thompson TEST METHODS:ASTMD2~22, D3017,
Station Numbers from Heartz Road; CL - Centerline of Tract 7 D1556, D2167orD2937
$G ' Subgrade
* Does not comply with project specifications.
? This retest now complies with project specifications.
o,s'r~euno.: BAKER-SHIFLETT, INC.
Hr. Jerry Parche', P.E.
City of Copp.ll
Attn: Mr. ~rry Davis
Wi.r Bros, Inc.
A:~n: Mr. Lee Wier David R. Friels, P.E.
CORRECTED COPY
(Destroy all previous copies of this report)
~cr: Heartz Road/Tract 7 ~PORT NO.: 892544-2
Coppell, Texas
RESULTS OF FIELD DENSITY TESTS
TEar LABORATORY COMPACTION FIELD COMPACTION
DATE TEST LOCA~ON
NO. CURVE MOISTURE DENSITY COMPA~N
UFT NO. OMC, % MDD, p~ % pcf %
45 12-14 Sta 3+25 E x 200'N of CL 2 HR-1 15.4 112.4 18,5 108.4 96
46 " Sta 3+50 E @ CL 2 HR-1 ' 16.5 107.1 95
47 " Sca 3+50 E x 250'S of CL 2 HR-1 " ' 15.2 111.2 99
48 ' Sca 2+25 E x 175'N of CL 2 C-2 15.3 111.0 17.0 104.9 95
49 " Sca 1+25 E x 200'N of CL 2 ~-2/C-1 16.7 109.5 20.4 103.7 95
50 " Sca 1+75 E x lO0'S of CL 2 C-I " ' 19.2 105.3 96
51 " Sca 4+75 E x 200'N of CL 2 ~-I/C-I 15.5 111.2 17.7 107.4 97
52 " S~a 4+25 E x 15'S of CL 2 ~-2JC-1 16.7 109.5 18.7 104.4 95
53 " Sca 4+50 E x 200'S of CL 2 HR-I 15.4 112.4 14.7 109.2 97
54 " Sca 5+50 E x 150'S of CL 2 ~I{-i/HR-: 16.1 110.6 16.9 105.0 95
55 " Sca 5+75 E x iO'N of CL 2 ~R-2fC-2 16.0 109.9 16.4 106.7 96
56 ' Sca 5+65 E x 225'N of CL 2 {R-2/C-2 " 14.8 104.8 95
REMARKS: TEST METHODS: ASTM D 2922, D 3017,
O 1556, [:) 2167 or O 2937
5450 East Loop 820 South P.O. 8ox 15822 Fort Worth, Texas 76119 (817)478-8254 Metro 572-3411