Vista Point 2R-LR061128
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
ATTN: Mr. Keith McMahon
REPORT NO. 65
REPORT DATE: 11-28-06
REG PROJECT NO. 13581
DATE OBSERVED: 11-09-06
TECHNICIAN: J. Seeton
PAGE: 1 of 1
CONTRACTOR: Bullard Construction, Inc.
I Items Observed:
I Paving: 50' to 90'N from 0-100'E and 0-440'W from the
N.E. corner of Building 5
I Reference Plans or Notes Used: I Sheet C6.1
I Comments:
I Redwood joint not in-place at the time of observation.
The noted deviations were reported to: Superintendent
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./Mr. Todd Waters
(1) Jackson Shaw Company
Ms. Michelle Graham
Submitted by:
REED ENGINEERING GROUP, LTD.
Original Signed By
Mail
Distribution: (1) Bullard Construction, Inc./
Mr. Keith McMahon
(1) City of Coppell/Mr. Keith Marvin
Ronald F. Reed, P.E.
BW /mg
2424 STUTZ DR. . SUITE 400 . DALLAS TX 75235 . El [214J 3505600 . If.X [214] 3500019
REED I EnGinEERinG
___~______.... m___ ______~._ ___
GEOTECHNICAL AND IG 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. 66
REPORT DATE: 11-28-06
REG PROJECT NO. 13581
DATE OBSERVED: 11-10-06
TECHNICIAN: M. Wood
PAGE: 1 of 1
CONTRACTOR: Bullard Construction, Inc.
I Items Observed:
I Paving: 50-90'N, 0-100'W from the N.W. corner of
Building 5 and 0-440'W of the N.E. corner of Building 5.
I Reference Plans or Notes Used: I Sheet C6.1
I Comments:
I Installation of construction joints not completed.
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./Mr. Todd Waters
(1) Jackson Shaw Company
Ms. Michelle Graham
Submitted by:
REED ENGINEERING GROUP, LTD.
Original Signed By
Mail
Distribution: (1) Bullard Construction, Inc./
Mr. Keith McMahon
(1) City of Coppell/Mr. Keith Marvin
Ronald F. Reed, P.E.
BW/mg
n+-__
2424 STUTZ DR. . SUITE 400 . DALLAS. TX 75235 . ILL [214] 3505600 . 1;,X [214] 3500019
_R.e:==_~D I 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
ATTN: Mr. Keith McMahon
REPORT NO. 68
REPORT DATE: 11-28-06
REG PROJECT NO. 13581
DATE OBSERVED: 11-14-06
TECHNICIAN: D. Gazley
PAGE: 1 of 1
CONTRACTOR: Bullard Construction, Inc.
I Items Observed:
I Paving: 40'N to 240'S from 25 to 85'E from the N.E.
corner of Building 5 and 0 to 280'S from 10 to 140'E
from the N.E. 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 Company/
Mr. Christopher Gardner
(1) AECC, Inc./Mr. Todd Waters
(1) Jackson Shaw Company
Ms. Michelle Graham
Submitted by:
REED ENGINEERING GROUP, LTD.
Original Signed By
Mail
Distribution: (1) Bullard Construction, Inc./
Mr. Keith McMahon
(1) City of Coppell/Mr. Keith Marvin
Ronald F. Reed, P.E.
BW/mg
2424 STUTZ DR. . SUITE 400 . DALLAS TX 75235 . TEL [214] 3505600 . FAX [214] 3500019
REED I EnGinEERinG
__________ _____________________ ______~._-.--_-.---_- _____n_m______
GEOTECHNICAL AND I G R 0 U P
ENVIRONMENTAL CONSULTANTS
I
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
ATTN: Mr. Keith McMahon
REPORT NO. 69
REPORT DATE: 11-28-06
REG PROJECT NO. 13581
DATE OBSERVED: 11-18-06
TECHNICIAN: D. Decuir
PAGE: 1 of 1
CONTRACTOR: Bullard Construction, Inc.
I Paving: 10 to 136'S, 0 to 40'E and 40 to 240'N and
10 to 132'S, 132 to 216'W from the S.E. corner of Building 6.
I Reference Plans or Notes Used: I Sheet C6.1
I Items Observed:
lUst Deviations Noted:
11) Dowel bars were missing end caps.
x IThe noted deviation was corrected.
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./Mr. Todd Waters
(1) Jackson Shaw Company
Ms. Michelle Graham
Submitted by:
REED ENGINEERING GROUP, LTD.
Original Signed By
Mail
Distribution: (1) Bullard Construction, Inc./
Mr. Keith McMahon
(1) City of Coppell/Mr. Keith Marvin
Ronald F. Reed, P.E.
BW/mg
2424 STUTZ DR. . SUITE 400 . DALLAS. TX 75235 . I" [214] 3505600 . "'.X [214J 3500019
REED EnGinEERinG
GEOTECHNICAL AND G R 0 U P
ENVIRONMENTAL CONSULTANTS
REPORT 0 D DENSITY TESTS
ta Point II, Phase II
. . 121 at MacArthur Boulevard
Coppell, Texas
..
~JItl;
REPORTED TO: Bullard Construction, Inc.
P.O. Box 575
Addison, Texas 75001
ATTN: Mr. Keith McMahon
REPORT NO. 67
REPORT DATE: 11-28-06
REG PROJECT NO. 13581
TECHNICIAN: P. Becerra
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 Dark gray clay 27.5
3 0-698 Dark brown sandy clay (lime-treated) 22.8
4 0-698 Brown sandy clay w/aggregate (Iime- 18.1
treated)
5 0-698 Brown cia lime-treated 21.8 98.6
Depth
Below Field Field
Test Final S. G. Density Moisture Proctor Com paction
No. Date Location feet c % 10 Level %
101 11-10-06 Paving: 101'S, 88'E(1) 0.0 107.2 15.8 1 97.1
102 Paving: 20'S, 90'E(1) 0.0 106.0 16.0 1 96.1
103 Paving: 101 'S, 80'E(1) 0.0 107.5 15.2 1 97.4
104 Paving: 20'S, 98'E(2) 0.0 108.0 14.5 1 97.9
105 Fire Lane: 40'S, 60'E(3) 0.0 106.2 17.1 1 96.2
106 Fire Lane: 5'5, 300'E 3 0.0 108.5 15.2 1 98.3
Comments: Where tested, materials were in compliance with project specifications.
Extranet
Distribution:
Measurements referenced from N.E. corner of Building 5.
Measurements referenced from S.E. corner of Building 6.
Measurements referenced from s.~ co~.~ Building 4.
\ Z 11 '1J'flmitled by
REED ENGINEERING GROUP, LTD.
Footnotes: (1)
(2)
(3)
(1) Jackson Shaw Companyl
Mr. Christopher Gardner
(1) AECC, Inc.lMr. Todd Waters
(1) Jackson Shaw Company
Ms. Michelle Graham
Original Signed By
Mail
Distribution: (1) Bullard Construction, Inc.l
Mr. Keith McMahon
(1) City of Coppell/Mr. Keith Marvin
Bill Woolwine
Sr. Manager, CMT
BW/mg
2424 STUTZ DR. . SUITE 400 . DALLAS. TX 75235 . TEl [214] 3505600 . FAX [214J 3500019
REED EnGinEERinG
GEOTECHNICAL AND G R 0 U P
ENVIRONMENTAL CONSULTANTS
",.,-
CONCRETE CYLINDER TEST REPORT
....
Vista Point II, Phase II
~. 121 at MacArthur Boulevard
Coppell, Texas
REPORTED TO: Bullard Construction, Inc.
P.O. Box 575
Addison, Texas 75001
ATTN: Mr. Keith McMahon
REPORT NO. 55
REG PROJECT NO. 13581
SAMPLE DATE: 10-31-06
TECHNICIAN: T. Miller
PAGE: 1 of 1
CONTRACTOR: Bullard Construction, Inc.
Location of Sam
Set Number
1
Desi n Information
Source of Concrete
Beall
Mix Identification
83001501
ecified Stren
3000
Date Tested
11-07-06
11-28-06
11-28-06
Hold
Age@
Test
7
28
28
H
Total Load
Ibs.
119610
146720
145080
5160
Air
Entrainment
1.0
Ticket
Number
89058966
Extranet
Distribution: (1) Jackson Shaw Company/
Mr. Christopher Gardner
(1) AECC, Inc./Mr. Todd Waters
Submitted by:
REED ENGINEERING GROUP, LTD.
Original Signed By
Mail
Distribution: (1) Bullard Construction, Inc./
Mr. Keith McMahon
(1) City of Coppell/Mr. Keith Marvin
Mickey Lawson
Assistant Manager, CMT
ML/lnc
2424 STUTZ DR. . SUITE 400 . DALLAS. TX 75235 . TEL [214] 350 5600 . FAX [214] 350 0019
REED EnGinEERinG
GEOTECHNICAL AND G R 0 U P
ENVIRONMENTAL CONSULTANTS
CONCRETE CYLINDER TEST REPORT
Vista Point II, Phase II
S.H. 121 at MacArthur Boulevard
Cappel!, Texas
REPORTED TO: Bullard Construction, Inc.
P.O. Box 575
Addison, Texas 75001
ATTN: Mr. Keith McMahon
REPORT NO. 56
REG PROJECT NO. 13581
SAMPLE DATE: 10-31-06
TECHNICIAN: T. Miller
PAGE: 1 of 1
CONTRACTOR: Bullard Construction, Inc.
Location of Sam Ie
Set Number Location
1 Panel: 48
Mix Identification
24011501
ecified Stren
4000
Date Tested
11-07-06
11-28-06
11-28-06
Hold
Age@
Test
7
28
28
H
Total Load
Ibs.
134640
171750
168080
6020
Air
Entrainment
1.0
Ticket
Number
89058960
Extranet
Distribution: (1) Jackson Shaw Company/
Mr. Christopher Gardner
(1) AECC, Inc./Mr. Todd Waters
Submitted by:
REED ENGINEERING GROUP, LTD.
Original Signed By
Mail
Distribution: (1) Bullard Construction, Inc./
Mr. Keith McMahon
(1) City of Coppell/Mr. Keith Marvin
Mickey Lawson
Assistant Manager, CMT
MUlnc
2424 STUTZ DR. . SUITE 400 . DALLAS. TX 75235 . TEl [214J 3505600 . FAX [214J 3500019