Minyard Site-LR080609
REeo enGineERinG
GEOTECHNICAL AND 13 R 0 U P
ENVIRONMENTAL CONSULTANTS
REPORT OF REINFORCING
STEEL PLACEMENT OBSERVATION
Freeport Crossing
Freeport Parkway and Bethel Road
Coppell, Texas
REPORTED TO: KTR Coppell, LLC
c!o Pritchard Associates
2500 Routh Street
Dallas, Texas 75201
A TTN: Mr. Roger Dahlin
REPORT NO. 46
REPORT DATE: 06-09-08
REG PROJECT NO. 15324
DATE OBSERVED: 05-22-08
TECHNICIAN: J. Ruiz
PAGE: 1 of 1
CONTRACTOR: C.F. Jordan
I Items Observed:
I Paving: 200-310'S, 130-470'E from N.E. corner of
Building A.
I Reference Plans or Notes Used: I Sheet C-9
x IThere were no deviations noted.
The reinforcing steel placed at the above referenced locations was observed with
respect to the referenced portions of the contract documents.
E-Mail
Distribution: (1) Pritchard Associates!
Mr. Roger Dahlin
(1) Pritchard Associates!
Ms. Rhonda Hargrove
(1) City of Coppell/Ms. Carol Dye
Submitted by:
REED ENGINEERING GROUP, LTD.
~J
.
Mail
Distribution: (1) KTR Coppell/LLCI
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
Ronald F. Reed, P.E.
BW/rs
2424 STUTZ DR. . SUITE 400 . DALLAS, TX 75235 . TEl [214] 3505600 . FAX [214] 3500019
REED EnGinEERinG
GEOTECHNICAL AND G R CJ LJ F"
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
A TIN: Mr. Roger Dahlin
REPORT NO. 47
REPORT DATE: 06-09-08
REG PROJECT NO. 15324
TECHNICIAN: D. Gazley
PAGE: 1 of 1
CONTRACTOR: C.F. Jordan
Proctor ASTM Optimum
No. Standard Descri tion Moisture, %
1 0-698 Brown & yellow sandy clay 19.9
2 0-698 Brown & yellow clay 17.6
3 0-698 Dark brown clay 22.8
4 0-698 Yellowish brown clay w/calcareous nodules 28.7
5 0-698 Dark brown clay 19.4
6 0-698 Yellowish brown clay w/limestone 22.8
fragments
7 0-698 Brown clay w/some gravel & limestone 24.0 100.5
fragments
8 0-698 Dark brown cia 21.9 98.2
Field
Test Density Proctor
No. Date Location c 10
507 05-22-08 Paving: 540'S, 100'E(1) 96.6 8
508 Paving: 420'S, 100'E(1) 101.1 1
509 Paving: 320'S, 100'E(1) 101.1 1
510 Paving: 220'S, 1 00'E(1) 100.4 1
511 Pavin : 100'S, 100'E 1 101.5 1
Comments: Where tested, materials were in compliance with project specifications.
Footnote: (1) Measurements referenced from N.E. corner of Building A.
E-Mail Submitted by:
Distribution: (1) Pritchard Associates/
Mr. Roger Dahlin
(1) Pritchard Associates/
Ms. Rhonda Hargrove
(1) City of Coppell/Ms. Carol Dye
Compaction
Level %
98.4
97.5
97.6
96.9
98.0
REED ENGINEERING GROUP, LTD.
Mail
Distribution:
~ W4.,c~
(1) KTR Coppell/LLC/Mr. Matthew Taylor
(1) City of Coppell/Mr. Lee Stone
(1) O'Brien & Associates/
Mr. Richard Nordyke
(1) Technistructures, Inc.l
Mr. Dennis Gant
(1) C.F. Jordan/Mr. Steve Lawrence
Bill Woolwine
Sr. Manager, CMT
BW/rs
2424 STUTZ DR. . SUITE 400 . DALLAS, TX 75235 . TEl [214] 3505600 . FAX [214J 3500019