Coppell Ind 2- LR150526
2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 TEL [214] 350 5600 FAX [214] 350 0019
REPORT OF FIELD DENSITY TESTS
Tradepoint Business Park Building 1B Expansion
980 W. Bethel Road
Coppell, Texas
REPORTED TO: Hillwood Investment Properties
3090 Olive Street, Suite 300
Dallas, Texas 75219
ATTN: Mr. Mike Jones
REPORT NO. 31
REPORT DATE: 05-26-15
REG PROJECT NO. 20346
TECHNICIAN: S. Davis
PAGE: 1 of 1
CONTRACTOR: Hillwood Construction Services
Proctor
No.
ASTM
Standard
Description
Optimum
Moisture, %
Maximum
Density, PCF
1 D-698 Dark brown & tan clay 24.1 97.3
2 D-698 Yellowish brown clay w/calcareous nodules 23.3 97.2
3 D-698 Dark gray clay 19.6 104.1
4 D-698 Dark brown clay (lime-treated) 25.0 90.6
Test
No.
Date
Location
Depth
Below
Final S. G.
(feet)
Field
Density
(pcf)
Field
Moisture
(%)
Proctor
ID
Compaction
Level (%)
458 05-16-15 Sanitary Line A: STA 8+50 2.0 92.6 28.3 1 95.2
459 Sanitary Line A: STA 8+45 1.0 95.4 26.3 1 98.0
460 Sanitary Line A: STA 8+40 0.0 93.6 27.4 1 96.2
461 Sanitary Line A: STA 7+00 2.0 94.8 27.0 1 97.4
462 Sanitary Line A: STA 6+95 1.0 92.6 25.8 1 95.2
463 Sanitary Line A: STA 6+90 0.0 94.4 28.0 1 97.0
464 Sanitary Line A: STA 5+50 2.0 92.5 28.8 1 95.1
465 Sanitary Line A: STA 5+45 1.0 93.0 27.9 1 95.6
466 Sanitary Line A: STA 5+40 0.0 92.8 26.8 1 95.4
Comments: Where tested, materials were in compliance with project specifications.
E-Mail
Distribution: (1) Hillwood Investment Properties/
Mr. Mike Jones
(1) Hillwood Investment Properties/
Ms. Sandy Carroll
(1) Hillwood Construction Services/
Mr. David Grayson
(1) Hillwood Construction Services/
Mr. Tom McConnell
(1) City of Coppell/Mr. O’Dell
Submitted by:
REED ENGINEERING GROUP, LTD.
Registration Number F-3114
Bill Woolwine
Sr. Manager, CMT
BW/mg