DR8801-LR 881220 (4)REPORT NO. 1
JOa NO, 1R171
HAYNES, )~LLON ~, ASSOCIATES, .CO~OnATEO
TesCing, Inspection ~, Materiels Engineers
· 7800 Brooknollow F=loacJ · ~. O. Box 35481
0aliae. Texas 75;~35 · (;~14] ~31-4372
OAT~ 12/~0/88
"ROtECT: Drainage Improvements Bethel Road ~ESTEOFOR: City of Coppell
P. O. Box 478
Coppell, Texas Coppell, Texas
75019
Attn: Mr. Steve Morton
114
113
112
111
COMPACTION TEST REPORT
. . 11 12 13 14 15 16 17 18
Moisture Content(~)
Standard Proctor COMPACTION TEST NO. 1
2% blows per each of ] layers, wlth 5.5 pound hammer
and 12 inch drop using 4 inch diameter mold,
Test performed on minus 3/4'inch size material.
Location: .Sta, 0+50 Culvert Bottom
Classification:
Liquid Limit
Plastlc Limit
Plasticity Index~
OlETRI~UTION: Buckelew Construction
YP1]nw~Ah Tan & Tan ~haley Clay & Gray and Brown
Clay w/Limestone FraQments
Haxlmum Unit Dry Weight 114,0 pcf
Optimum Moisture Content 14,2 ~
Date of Test 11/26/88 Type 72 Hr.
'RESPECTFULLY SUBMITTED,
REPORT NO.
,os ~o. 1~171
HAYNES. Im. LLON ~, ASSOCIATES. CO~PO~ATeO
Testing. Inspection ~- Materiels En~lineer5
?E~O0 EBrookmollow Roao · ~. O. Box 3~4~1
Oallas. Texas 75235 · [~14) G~1-4372
OATE
PROJECT: Drainage Improvements
Bethel Road
C6ppell, Texas
TESTED;OR: City of Coppell
P. O. Box 478
Coppell, Texas 75019
Attn: Mr. Steve Morton
105
103
101
99
97
95
93
COMPACTION TEST REPORT
llti
. '14 15 16 17 18 19 20 21 22
Moisture Content (~)
StandaT~ Proctor COMPACTION TEST NO. ?
_?_5. 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: Sta.
Classification:
Liquid Limit
Plastic Limit
Plasticity Index__
verv Dark Gray ~nd ~ray Cl~y w~h ~mm~
Limestone
) Maximum Unit Dry Weight 104,4 pcf
--~ Optimum Moisture Content 19.2 ~
Date of Test ll/29/RR Type 72 Hr.
12/~0/88
OISTRISUTION: Buckelew Construction
RESPECTFULLY SUBMITTEO,