Vista Point 2R-LR070420
REPORT OF REINFORCING
STEEL PLACEMENT OBSERVATION
Vista Point II, Phase II
S.H. 121 at MacArthur Boulevard
Coppell, Texas
REPORTED TO: Bullard Construction, Inc.
P.O. Box 575
Addison, Texas 75001
A TTN: Mr. Keith McMahon
REPORT NO. 110
REPORT DATE: 04-20-07
REG PROJECT NO. 13581
DATE OBSERVED: 04-06-07
TECHNICIAN: R. Weathersby
PAGE: 1 of 1
CONTRACTOR: Bullard Construction, Inc.
I Items Observed:
I Paving: 170-250'S, 40'E-75'W from S.E. corner of
Building 6.
Paving: 72-165'N, 1 07-200'E from S.E. corner of
Building 6, Section 2.
I Reference Plans or Notes Used: I Sheet C6.1
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.
Extranet
Distribution: (1) Jackson Shaw Company!
Mr. Christopher Gardner
(1) AECC, Inc.lMr. Todd Waters
(1) Jackson Shaw Company
Ms. Michelle Graham
Submitted by:
REED ENGINEERING GROUP, LTD.
Original Signed By
Ronald FReed, P.E.
BW Irs
Mail
Distribution: (1) Bullard Construction, Inc.l
Mr. Keith McMahon
(1) City of Coppell!Mr. Keith Marvin
__~_EED I EnGinEERinG
GEOTECHNICAL AND ! G R 0 U P
ENVIRONMENTAL CONSULTANTS I
REPORT OF FIELD DENSITY TESTS
Vista Point II, Phase II
S.H. 121 at MacArthur Boulevard
Coppell, Texas
REPORTED TO: Bullard Construction, Inc.
P.O. Box 575
Addison, Texas 75001
A TTN: Mr. Keith McMahon
REPORT NO. 111
REPORT DATE: 04-20-07
REG PROJECT NO. 13581
TECHNICIAN: L.T. Edwards
PAGE: 1 of 1
CONTRACTOR: Bullard Construction, Inc.
Proctor ASTM Optimum
No. Standard Descri tion Moisture, %
1 0-698 Brown sandy clay w/rock 12.3
2 0-698 Oark gray clay 27.5
3 0-698 Oark brown sandy clay (lime-treated) 22.8
4 0-698 Brown sandy clay wlaggregate (Iime- 18.1
treated)
5 0-698 Brown cia Ii me-treated 21.8 98.6
Field Field
Test Density Moisture Proctor Compaction
No. Date Location cf % ID Level %
187 04-11-07 Paving: 50'N, 50'W(1) 104.9 14.1 1 95.1
188 Paving: 45'S, 15'W(1) 108.1 13.1 1 98.0
189 Pavin : 60'N, 35'W 2 106.1 13.5 1 96.2
Comments: Where tested, materials were in compliance with project specifications.
Footnotes: (1) Measurements referenced from N.W. corner of Building 6.
(2) Measurements referenced from S.W. corner of Building 6.
Extranet
Distribution: (1) Jackson Shaw Company/
Mr. Christopher Gardner
(1) AECC, Inc.lMr. Todd Waters
(1) Jackson Shaw Company
Ms. Michelle Graham
Submitted by:
REED ENGINEERING GROUP, LTD.
Original Signed By
Mail
Distribution: (1) Bullard Construction, Inc.l
Mr. Keith McMahon
(1) City of Coppell/Mr. Keith Marvin
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 0 U P
ENVIRONMENTAL CONSULTANTS
REPORT OF REINFORCING
STEEL PLACEMENT OBSERVATION
Vista Point II, Phase II
S.H. 121 at MacArthur Boulevard
Coppell, Texas
REPORTED TO: Bullard Construction, Inc.
P.O. Box 575
Addison, Texas 75001
A TTN: Mr. Keith McMahon
REPORT NO. 112
REPORT DATE: 04-20-07
REG PROJECT NO. 13581
DATE OBSERVED: 04-11-07
TECHNICIAN: L. 1. Edwards
PAGE: 1 of 1
CONTRACTOR: Bullard Construction, Inc.
I Items Observed:
I Paving: 75'SW, 400'NW from S.W. corner of Building 6.
I Reference Plans or Notes Used: I Sheet C6.1
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.
Extranet
Distribution: (1) Jackson Shaw Companyl
Mr. Christopher Gardner
(1) AECC, Inc.lMr. Todd Waters
(1) Jackson Shaw Company
Ms. Michelle Graham
Submitted by:
REED ENGINEERING GROUP, LTD.
Original Signed By
Mail
Distribution: (1) Bullard Construction, Inc.l
Mr. Keith McMahon
(1) City of Coppell/Mr. Keith Marvin
Ronald F. Reed, P.E.
BW/rs
2424 STUTZ DR. . SUITE 400 . DALLAS. TX 75235 . TEL [214] 3505600 . fAX [214J 350 0019