Vista Point 2R-LR061117
REED EnGinEERInG
GEOTECHNICAL AND G R Cl U P
ENVIRONMENTAL CONSULTANTS
CONCRETE CYLINDER TEST REPORT
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. 64
REG PROJECT NO. 13581
SAMPLE DATE: 11-10-06
TECHNICIAN: M. Wood
PAGE: 1 of 2
CONTRACTOR: Bullard Construction, Inc.
location of Sam
Set Number
1
2
3
4
5
Ie
location
Paving: 52'N, 90'W from NW corner of Bldg. 5
Paving: 70'N, 50'W from NW corner of Bldg. 5
Paving: 85'N, 280'W from NE corner of Bldg. 5
Paving: 55'N, 11 O'W from NE corner of Bldg. 5
Pavin : 60'N, 40'W from NE corner of Bid . 5
Mix Identification
23601504
ecified Stren
3600
3
Age@ Total load
Date Tested Test Ibs.
11-1 5-06 5 125300
11-17 -06 7 136800
12-08-06 28
12-08-06 28
Hold H
8456 11-1 5-06 5 93580 3310
8456 11-17-06 7 99620 3530
8456 12-08-06 28
8456 12-08-06 28
8456 Hold H
8457 11 -1 5-06 5 97510 3450
8457 11-1 7-06 7 113120 4000
8457 12-08-06 28
8457 12-08-06 28
8457 Hold H
8458 11-1 5-06 5 92470 3270
8458 11-17 -06 7 99970 3540
8458 12-08-06 28
8458 12-08-06 28
8458 Hold H
2
4
2424 STUTZ DR. . SUITE 400 . DALLAS, TX 75235 . TEL [214] 3505600 . FA' [214J 3500019
REPORT NO. 64
REG PROJECT NO. 13581
SAMPLE DATE: 11-10-06
PAGE: 2 of 2
C linder Data
Set Cylinder
No. ID
1 8455
2 8456
3 8457
4 8458
5 8459
Date Tested
11-15-06
11-17-06
12-08-06
12-08-06
Hold
Age@
Test
5
7
28
28
H
Total load
Ibs.
92110
106720
Extranet
Distribution: (1) Jackson Shaw Company/
Mr. Christopher Gardner
(1) AECC, Inc./Mr. Todd Waters
Mail
Distribution: (1) Bullard Construction, Inc./
Mr. Keith McMahon
(1) City of Coppell/Mr. Keith Marvin
Submitted by:
Air
Entrainment
2.0
3.0
3.0
3.0
3.0
Ticket
Number
89059132
89059148
89059153
89059166
89059177
REED ENGINEERING GROUP, LTD.
Original Signed By
Mickey Lawson
Assistant Manager, CMT
ML/lnc
REED EnGInEERInG
GEOTECHNICAL AND G R Cl U P
ENVIRONMENTAL CONSULTANTS
REPORT OF FIELD DENSITY TESTS
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
A TIN: Mr. Keith McMahon
REPORT NO. 63
REPORT DATE: 11-17-06
REG PROJECT NO. 13581
TECHNICIAN: M. Silvia
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
Field Field
Test Density Moisture Proctor Compaction
No. Date location c % ID level %
98 11-03-06 Fire Lane: 50'N, 1 00'W(1) 104.9 13.5 1 95.1
99 Fire Lane: 60'N, 140'E(1) 105.3 15.3 1 95.4
100 Fire Lane: 40'N, 290'E 1 106.2 12.9 1 96.2
Comments: Where tested, materials were in compliance with project specifications.
Footnote: (1) Measurements referenced from N.W. corner of Building 5.
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
Bill Woolwine
Sr. Manager, CMT
BES/mg
2424 STUTZ DR. . SUITE 400 . DALLAS. TX 75235 . TEL (214] 3505600 . fp.X (214] 350 0019