DR8801-LR 881220REPORT NO.
JOe NO, 1R171
J-IAYNES, H~_~LON & ASSOCIATES, ,
Testing, Inspection & Materials Engineers
TEETEOFOR: City of Coppell
Drainage Improvements Bethel Road ·
P. O. Box 478
Coppell, Texas Coppe]l, Texas
75019
Attn: Mr. Steve Morton
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COHPACTION TEST REPORT
11 12 13 14 15 16 17 18
Moisture Content(~)
Standard Proctor COMPACTION TEST NO. 1
?% blows per each of 3 layers, ~ith 5.5 pound hamer
and l~inch drop using 4 inch d,ameter mold.
Test performed on minus ~/~ ~n~h size material.
Location: . Sta, 0+50 CuLvert Bottom
Classification:
Liquid Limit
Plastic Limit
Plasticity Index
¥~11~w~sh ~an & Tan ghalev Clay & Gray and Brown
Clay w/Limestone Fragments
Maximum Unit Dry Weight 11~,0 pcf
Optimum Moisture Content 14,2 ~
Date of Test 11/26/88 Type 72 Hr.
OISTIqlEI.;TION: Buckelew Construction
RE~t.eECTFU LLY SUSMII'rEo,
REPORT NO. ]
Jo~ ~o. 1 R 1 7 1
.HAYNES. H,, _LON & ASSOCIATES. ~ ~'OI~F:ORATE0
Testing. Inspection & Materials Engineers
7800 8rookin011ow I:10ect · ~. O. 80x 35481
CATE 12/~0/88
PROJECT: Drainage Improvements
Bethel Road
Coppell, Texas
TESTEOFOR: City of Coppell
P. O. Box 478
Co9pell, Texas 75019
Attn: Mr. Steve Morton
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93
COMPACTION TEST REPORT
IIIIII II
IIIIIIllll I IIIIIIII
IIIIIlilllllllllll~ II1,,,~
. i i ~ i i i i i i i i i i i ~ i i i i i i i i~! ! ! ! i ~. I L I I I I I
~2 .......
. '14 15 16 17 18 19 20 21 22
Moisture Content (~)
Standard Proctor COMPACTION TEST NO. ?
2~ blows per each of 3 layers, with 5.5 pound hammer
and 12 inch drop using 4 inch diameter mold.
Test performed on minus No. 4 size material.
Location: Sra. 1+50. Box P1]l~r~r~ R~F(ll
Classification: VQ~y Dark Gray and ~ray Cl~y wi~h qnm~
Limestone
Liquid Limit ~ Maximum Unit Dry Weight 104,4 pcf
Plastic Limit ~ Optimum Moisture Content 19.2 ~
Plasticity Index-- Oate of Test 11/29/RR Type_2_2Hr.
OISTRIBUTION: Buckelew 'Construction
REe~eECTFU LLy SUBMI1'TED.