ST0701-LR100223REINFORCING STEEL OBSERVATIONS REPORT
Report Number: 94091193.0091 "Irerracon Service Date: 02/17/10 8901 Carpenter Frwy.
Report Date: 02/23/10 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 Creels
PO Box 9478 Coppell, TX
Coppell, TX 75019
ect Number: 94091193
PROJECT DATA
Drawings Utilized: Page SC1.3, dated May 2009
Locations /Items Observed: Rail Spans #1 & 2, South Side
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
X
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
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.: Burl E. Thomas
Reported To:
Contractor: Lacy Construction
Report Distribution:
(1) City nl'Coppeil 'I'X
(1) City ulToppell TX
(1) Lacy Constivction
(1) City or Coppell TX
(2) HalrrAssoc Inc
(1) PacTrust Pacific Realty Associates
LP
Reviewed By:
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.
Page 1 of 1
rigr
Eric J. Cleveland, Y.E.
REINFORCING STEEL OBSERVATIONS REPORT
Report Number: 94091193.0097 Irerracon
Service Date: 02/19/10 8901 Carpenter Frwy.
Report Date: 02/23/10 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
ect Number: 94091193
PROJECT DATA
Drawings Utilized: C411 Modification
Locations /Items Observed: Bridge - Span #3 Rail
Test Method: Visual Observation
ITEMS OBSERVED
CORRECT
INCORRECT
ITEMS OBSERVED
CORRECT
INCORRECT
ITEMS OBSERVED
CORRECT
INCORRECT
Placing Drawings
Approved
X
Bar Length and Shape
�(
Column Tie Spacing & Type
Bar Size
X
Proper Bar Placement
X
Stirrup Spacing & Type
Bar Grade
X
Properly Tied
X
Vapor Barrier
Rebar Clean
X
Dowel Bars in Place
X
Welded Splices
Trash & Debris Removed
X
Proper Bar Supports
X
Mechanical Splices
Number of Bars
X
Proper Cover /Clearance
X
Lapped Splices
X
Discrepancies /Continents:
No discrepancies were noted at the time of this observation.
Services: Reinforcing steel (rebar) placement observation.
Terracon Rep.: Barry Cuble
Reported To:
Contractor: Lacy Construction
Report Distribution:
(1) City nl'Coppcll '1'x
(1) City ol'C'oppcll TX
(1) Lacy C'unsh action
(1) City of Coppell TX
(2) Halff Assoc Inc Reviewed By:
(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.
Page 1 of 1
Sa
Senior Project Manager
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091 194.0034 Irerracon
Service Date: 02/09/10 8901 Carpenter Frwy.
Report Date: 02/23/10 Revision 1 Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Client Project
PacTrust Pacific Realty Associates LP
Attn: Matthew Oyen
15350 Southwest Sequoia Pkwy Ste 300
Portland, OR 97224
Southwestern Boulevard
Grapevine Creek to Beltline Road
Coppell, TX
Project Number: 94091194
Material Information Sample Information
Specified Strength: 4,000 psi @ 28 days
Mix ID: 1701
Supplier: Lattimore
Batch Time: 1429 Plant: 7
Truck No.: 7025 Ticket No.: 7214604
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pct):
Result Specification
3
4.7
60
41
145.8
Sample Date:
02/09/10 Sample Time: 1508
Sampled By:
Barry Cuble
Weather Conditions:
Partly sunny, light breeze
Accumulative Yards:
7 Batch Size (cy): 7
Placement Method:
Direct Discharge
Water Added Before (gal):0
Test
Water Added After (gal):
0
Sample Location:
See Placement Location
Placement Location:
Inlet Walls and Bottoms at B /7, Sta.
1 1
31 +66; B /10, Sta. 28 +75
Laboratory Test Data
Strength Fracture
(lbs)
(psi) Type
135,780
Age at
Set Specimen Diameter
5,610 5
Area
Date
Date
Test
No. ID
(in)
(sq in)
Received
Tested
(days)
1 1
6.00
28.27
02/10/10
02/16/10
7
1 2
6.00
28.27
02/10/10
02/23/10
14
1 3
6.00
28.27
02/10/10
03/09/10
28
1 4
6.00
28.27
02/10/10
03/09/10
28
Comments:
Maximum Compressive
Load
Strength Fracture
(lbs)
(psi) Type
135,780
4,800 4
158,610
5,610 5
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Terracon Rep.: Barry Cuble Started: 1400
Reported To: Finished: 1600
Contractor: Lacy Construction
Report Distribution:
(I) PacTrust Pacific Realty Associates LP (I ) City of Coppell TX Reviewed By:
(1) City of Coppell TX (2) Halff Assoc Inc
(1) Lacy Consuitction
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.
CROOO1. 5-21-09, Rev.l Page I of I