Minyard Site-LR080516
REED EnGinEERinG
GEOTECHNICAL AND G R CJ U P
ENVIRONMENTAL CONSULTANTS
REPORT OF FIELD DENSITY TESTS
Freeport Crossing
Freeport Parkway and Bethel Road
Coppell, Texas
REPORTED TO: KTR Coppell, LLC
c/o Pritchard Associates
2500 Routh Street
Dallas, Texas 75201
ATTN: Mr. Roger Dahlin
REPORT NO. 22
REPORT DATE: 05-16-08
REG PROJECT NO. 15324
TECHNICIAN: D. Gazley
PAGE: 1 of 1
CONTRACTOR: C.F. Jordan
Proctor
No.
1
2
3
4
5
6
ASTM
Standard
D-698
D-698
D-698
D-698
D-698
D-698
Descri tion
Brown & yellow sandy clay
Brown & yellow clay
Dark brown clay
Yellowish brown clay w/calcareous nodules
Dark brown clay
Yellowish brown clay w/limestone
fra ments
Optimum
Moisture, %
19.9
17.6
22.8
28.7
19.4
22.8
Field Field
Test Density Moisture Proctor Compaction
No. Date location c % 10 level %
361 04-25-08 Storm Une A: ST A 5+00 89.1 30.3 4 97.6
362 Storm Line A: STA 5+00 88.3 30.5 4 96.7
363 Storm Line A: STA 5+00 88.6 29.9 4 97.0
Comments: Where tested, materials were in compliance with project specifications.
E-Mail
Distribution: (1) Pritchard Associatesl
Mr. Roger Dahlin
(1) Pritchard Associatesl
Ms. Rhonda Hargrove
(1) City of Coppell/Ms. Carol Dye
Submitted by:
REED ENGINEERING GROUP, LTD.
~ W4~~
Mail
Distribution: (1) KTR CoppeIl/LLC/Mr. Matthew Taylor
(1) City of Coppell/Mr. Lee Stone
(1) O'Brien & Associatesl
Mr. Richard Nordyke
(1) Technistructures, Inc.l
Mr. Dennis Gant
(1) C.F. Jordan/Mr. Steve Lawrence
Bill Woolwine
Sr. Manager, CMT
BES/ds
2424 STUTZ DR. . SUITE 400 . DALLAS, TX 75235 . TEl [214] 3505600 . FAX [214] 3500019