DR8801-LR 881220 (5)REPORT NO.
JOS ~o. 181'71
HAYNES. HOLLON & ASSOCIATES, INCORPOI~ATED
Testing, Inspection & Materials Engineers
7800 8rookhollow Road , P O Box 35481
Dallas, Texas 75235. [214) 631-4372
O^TE ~8~ _
PROJECT:
Drainage Improvements Bethel Road
Coppell, Texas
TESTEOFOR City of Coppell
P. O. Box 478
Coppell, Texas 75019
Attn: Mr. Steve Morton
FIELD MOISTURE-DENSITY TEST RESULTS
Test Date Local i on Un i t Dry Ho i s tu re Reference Percent
No. Weight (pcf) Content (~;) Curve Comp.
1 11/23/88 Sta, 0+50 @ Box Culvert Bottom 101.5 20.9 114.0 @ 14.2 88.9*
Waterline Backfill:
2 12/5/88 Sra. 1+00 @ 3' Above Pipe at Drop- 100.3 24.1 104.4 @ 19.2 96.1
down
3 12/5/88 Sta. 1+30 @ 3' Above Pipe 99.5 25.3 109.2 @ 16.7#' 91.1'
4*, 12/6/88 Sta. 1+30 @ 3' Above Pipe 100.2 21.7 104.4 @ 19.2 96.0
Remarks: *
Does not meet the density specifications.
Average of two Standard Proctor Curves.
Retake of previously tested area after reworking.
Distribution: Buckelew Construction
Submitted By: ~ ~.~~~_~