ST0701-LR100415CONCRETE COMPRESSIVE STRENGTH TEST REPORT IkRrra
Report Number: 94091 193.0129
Service Date: 011 /07/10 8901 Carpenter Frwy.
Report Date: 04/15/10 Dallas, TX 75247
214- 630 -1010 Reg No: F -3
Client Project
City of Coppell TX
Attn: Keith Marvin
PO Boa 9478
Coppell, TX 75019
Southwestern Boulevard
Coppell Road to Grapevine Creels
Coppell, TX
Project Number: 94091193
Material Information
Sample Information
Specified Strength: 4,000
psi @
28 days
Sample Date:
04/07/10 Sample Time: 1535
Sampled By:
Francisco J. Morillo
Mix ID: DCCOG504
Weather Conditions:
Clear
Supplier: Recli -Mix
Accumulative Yards:
7 Batch Size (cy): 7
Batch Time: 1429
Plant:
136
Placement Method:
Direct Discharge
Truck No.: 1 187
Ticket No.: 25182785
Water Added Before (gal):0
Water Added After (gal):
0
Field Test Data
Sample Location:
See Placement Location
Test
Result
Specification
Placement Location:
Bridge Beam #1, westbound
Slump (in):
5
3 -5
Air Content ( %):
4.0
3 -6
Concrete Temp. (F):
81
Ambient Temp. (F):
83
Plastic Unit Wt. (pct):
145.0
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
04/09/10
04/14/10 7
117,150 4,140 2
1 2
6.00
28.27
04/09/10
04/21/10 14
1 3
6.00
28.27
04/09/10
05/05/10 28
1 4
6.00
28.27
04/09/10
05/05/10 28
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations perform required field tests and ca compressive strength
samples.
Terracon Rep.: Francisco J. Morillo Started: 1400
Reported To: Superintendent Finished: 1630
Contractor: Lacy Construction
Report Distribution: Reviewed By:
(1) City of C'oppel l TN (1) City of Coppell TX
(I) City of C'oppcll '1'N (� _) 1(iIff Assoc Gto ri . Clject eland, P.E.
(1) Lacy Construction (1) PacTrust Pacific Realty Associates LP Senior Pro 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.
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REINFORCING STEEL OBSERVATIONS REPORT Irerracon
Report Number: 94091193.0135
Service Date: 04/12/10 8901 Carpenter Frwy.
Report Date: 04/15/10 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
Project Number: 94091193
Drawings Utilized: SC1.08, dated 05/2009
Locations/Items Observed: Bridge Westbound at Beam #2
Test Method: 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
Properly Tied
X
Welded Splices
Reber Clean
X
Dowel Bars in Place
X
Mechanical Splices
Trash & Debris Removed
X
Proper Bar Supports
X
Lapped Splices
Number of Bars
X
Proper CoveriClearance
X
Discrepancies /Comments:
No discrepancies were noted at the time of this observation.
Services: Reinforcing steel (rebar) placement observation.
Terracon Rep.: Francisco J. Morillo
Reported To: Superintendent
Contractor: Lacy Construction
Report Distribution:
(1) City of Coppell TX (1) City of Coppell TX
(1) City of Coppell TX (2) Halff Assoc Inc Reviewed By:
(1) Lacy Construction (1) PaeTrust Pacific Realty Associates LP
Senior Project Manager
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.
CTOOO1, 3- 09 -10, Rev.6 Page 1 of 1
sa
Irerracon Repurt Numbac 9409119 ^
Service Date: 04/08/10 8901 Carpenter Frwy.
Report Dy Jluo �utu� O4/l6/lO , 77{75247
314'620-1010 Deallo:F �__—___
Client Project
City ofCoppcUTX
Attn: Keith Marvin
PO Box 947D
Coppe||,TX75Ol0
Southwestern Boulevard
CopPoU Road to Grapevine Creek
CoppeU,77C
Project Number: 94091193
Material Information
Sample Information
Specified Strength: 4,000
poi 6�
—
%8 days
Sample Date:
04/08/10 Sample Time:
1635
Sampled By:
Francisco lK4miUo
Mix ID: DCCOG504
Weather Conditions:
Clear
Supplier: Kudi'B8is
Accumulative Yards:
6 Batch Size (cy):
h
Batch Time: 1532
Plant:
259
Placement Method:
Direct Discharge
Truck No.: 1321
Ticket No.: 25183555
Water Added Before (guD:0
Water Added After (gaD:
0
Field Test Data
Sample Location:
Sue Placement Location
Test
Bimmolt
Specification
Placement Location:
Bridge Beam #4-Westbound
4 _'
Air Content ('H.):
4.5
3-6
Concrete Tomp.UN:
87
Ambient Temp. 8q:
82
Plastic Unit Wt. (pcQ/
146.0
Laboratory Test Data
Age at Maximum Compressiv
Set Specimen Diameter
Area
Date
Date Test
Loud 8truo%tb
Fracture
Mu lD
i
Received
Tested (days)
T y��_
-----' -------'
| |
6.80
------
2827
04/10/10
-- n4/r��� 7
l2g24O 4
' , 570
2
| 2
6.00
2827
04/10/10
04/22/10 14
| 3
6.00
2827
04/18/10
05N6/10 28
} 4
6.00
2827
04/10/10
05/06/10 28
Samples Made By: Teuncno
Services: Obtain samples of fresh concrete o1 the placement locatiouq perform required fieldtests and cast compressive tren
xomp|oa.
Tu,ruoon Rep.: Francisco J.kYohUo Started: 1400
Reported To: Superintendent Finished: 1730
Contractor: Lacy Construction
Report Distribution: Reviewed By:
(/) City "rc"m,"xTx (V cit "ro"nna/rx
(/)civ"rc"m=u�x cqaynxoo /= _'— - �� ' Senior Project Manager
(1) Lacy consliliction (1) PacTrust Pacific Realty Associates LP
�b �G����M�\ d� ��mc�n
^~~~~'`~^~~^~^---"----------- to the
a nd shall not be ou °". Te resu t r a n sm itte d ..~ . .`~ .a o nly ~ applicab
' the |oogon(s) referenced and are not necessarily indicative uf the properties n[ other apparently similar nr identical materials.
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