Freeport NIP(3)-LR 951116reed engineering
GEOTECHNICAL CONSULTANTS
November 16, 1995
Project No. 2~17.2/Report No. 9
M.E.P.C. American Properties, Inc.
15303 Dallas Parkway, Suite 100, LB-10
Dallas, Texas 75248
ATTN: Mr. Rob Ahmuty
Re:
Construction Materials Testing
Craftmade
Coppell, Texas
Gentlemen:
Submitted here are the results of testing and observation of
construction materials at the referenced project. This report
addresses the activities of November 7 and 10, 1995.
On the referenced dates, a total of 11 field density tests were taken
on paving subgrade and electrical line backfill. Test results are
shown on Plate 1. Where tested, materials were found to be in
compliance with project specifications.
Additional reports will be submitted as work progresses.
any questions, do not hesitate to call.
If you have
Sincerely,
REED ENGINEERING INC.
Ronald F. Reed, P E.
BES/RFR/msm
copies submitted:
(1) M.E.P.C. American Properties, Inc./
Mr. Rob Ahmuty
(1) Gromatzky Dupree and Associates/
Mr. Scott McCrary
(1) McFadden & Miller/Mr. Jon Jacobsen
(1) Eckland Consultants/Mr. Jerry Holstrom
(1) City of Coppell/Mr. Lee Stone
~1) City of Coppell/Mr. Larry Davis
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019
reed engineering
CRAFTMADE
COPPELL, TEXAS
REPORT NO. 9
Field Density Tests
Depth
Below
Final
Test S.G.
Date No. Location (feet)
Unit
Dry Moisture
Weight Content
(pcf) (%)
11-07-95 325
326 120'S, 20'E(1,2) 0
327 60'N, 40'W(1,2) 0
328 210'N, 25'W(1,2) 0
329 370'N, 23'W(1,2) 0
11-10-95 330 300'N, 20'W(1,3) 3
331 280'N, 20'W(1,3) 3
332 260'N, 20'W(1,3) 2
333 240'N, 20'W(1,3) 2
334 200'N, 20'W(1,3) 2
335 120'S, 20'W(2,4) 0
40'S, 50'E(1,2) 0 0
0
0
0
0
0
0
5
5
0
0
91.5
91.2
91.7
103 4
106 7
92 0
92 0
90 2
91 0
91 0
91 2
Com-
pac-
tion
Curve Level
No. (%)
26.7 I 99.4
24.9 1 99.1
25.3 1 99.0
25.5 2 95.4
25.7 2 98.4
22.8 1 99.1
26.0 1 99.1
26.3 1 97.1
24.7 1 98.0
25.8 1 98.0
27.0 1 98.2
Footnote~:
(1) Location referenced from S.W. building corner.
(2) Test taken on paving subgrade.
(3) Test paving on electrical line backfill.
(4) Location referenced from N.W. building corner.
GEOTECHNICAL CONSULTAN~
PLATE 1