ST0701-LR100511Client Project
City of Coppell TX
Attn: Keith Marvin
PO Box 9478
Coppell, TX 75019
Southwestern Boulevard
Coppell Road to Grapevine Creek
Coppell, TX
Project Number: 94091193
Material Information
Specified Strength: 4,000 psi @ 28 days
Mix ID: DCCOG504
Supplier: Redi -Mix
Batch Time: 1345 Plant: 136
Truck No.: 1190 Ticket No.: 25185033
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic unit Wt. (pcf):
Result Specification
4 3 -5
5.0 3 -6
85
89
147.5
Sample Information
Sample Date:
04/12/10 Sample Time: 1435
Sampled By:
Francisco J. Morillo
Weather Conditions:
Clear
Accumulative Yards:
6 Batch Size (cy): 6
Placement Method:
Direct Discharge
Water Added Before (gal):0
Date
Water Added After (gal):
0
Sample Location:
Beam #2
Placement Location:
Bridge, westbound
Laboratory Test Data
Age at
Maximum
Compressive
Set Specimen Diameter
Area
Date
Date
Test
Load
Strength
Fracture
No. ID
(in)
(sq in)
Received
Tested
(days)
(lbs)
(psi)
Type
1 1
6.00
28.27
04/13/10
04/19/10
7
115,090
4,070
4
1 2
6.00
28.27
04/13/10
04/26/10
14
122,630
4,340
4
1 3
6.00
28.27
04/13/10
05110110
28
140,870
4,980
4
1 4
6.00
28.27
04/13/10
05/10/10
28
148,900
5,270
4
Average
(28 days)
5,130
Comments: Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required field tes
samples.
Terracon Rep.: Francisco J. Morillo Started: 1230
Reported To: Finished: 1500
Contractor: Lacy Construction
Report Distribution:
(1) City of Coppell TX (1) City of Coppell TX Reviewed By:
(1) City of Coppell TX (2) Hal if Assoc Inc
(1) Lacy Construction (1) PacTnist Pacific Realty Associates LP
Eric J. Cleveland, P.E.
Senior Project Manager
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0001, 5.21 -09, Rev.3 Page 1 of 1
REINFORCING STEEL OBSERVATIONS REPORT
Report Number: 94091193.0164 1raerracon
Service Date: 05/05/10 8901 Carpenter Frwy.
Report Date: 05/11/10 Dallas, TX 75247
214 - 630 -1010 Reg No: F -3272
Client Project
City of Coppell TX Southwestern Boulevard
Attn: Keith Marvin Coppell Road to Grapevine Creek
PO Box 9478 Coppell, TX
Coppell, TX 75019
Proiect Number: 94091193
Drawings Utilized: Structural Sheets SC -129
Locations /Items Observed: Bridge, West Bound - Span 2 and E approach slab
Test Alethod: Visual Observation
ITEMS OBSERVED
CORRECT
INCORRECT
ITEMS OBSERVED
CORRECT
INCORRECT
ITEMS OBSERVED
CORRECT
INCORRECT
Placing Drawings
Approved
X
Bar Length and Shape
X
Column Tie Spacing & Type
Bar Size
X
Proper Bar Placement
X
Stirrup Spacing & Type
Bar Grade
X
Property Tied
X
Welded Splices
Reber Clean
X
Dowel Bars in Place
X
Mechanical Splices
Trash & Debris Removed
X
Proper Bar Supports
X
Lapped Splices
X
Number of Bars
X
Proper Cover /Clearance
X
Discrepancies /Comments:
No discrepancies were noted at the time of this observation.
Services: Reinforcing steel (rebar) placement observation.
Terracon Rep.: Koda W. Shadix
Reported To: Terry, Ashlar
Contractor: Lacy Constriction
Report Distribution:
(1) City of Coppell Tx (1) City of Coppell TX
(1) City ol'Coppcll Tx (2) Halff Assoc 6m Reviewed By:
(1) Lacy Construction (1) PacTrust Pacific Realty Associates LP
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
(.70001. 3- 09.10. Rev.6 Page I of 1
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