St Ann Catholic-LR061121REPORT OF REINFORCING STEEL OBSERVATION 1rerracon
Consulting Enalneers & Scientists
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
!2141630 -1010
Date of Service:
Client No.:
Client:
Services:
11/21/06
106235
St Ann Ca is Church
180 uel Blvd
spell. TX 75019
Report No.: 94061334.0028
Project No.: 94061334
Project: St. Ann Catholic Parish
New Addition
180 Samuel Blvd.
Coppell, TX
Observe placement of reinforcing for compliance with furnished drawings.
PROJECT DATA
Drawings Utilized:
Pavement Section
Locations /Items Observed: Pavement for Staff Parking Lot
Test Method: Visual Observation
REPORT OF 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
Rebar 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: Any discrepancies found were corrected prior to completion of observation.
Field Results Report To:
Technician: 1. Haynes
Report Distribution:
(1) St Ann Catholic Church
(1) City of Coppell TX
(1) City of Coppell TX
309acs
(1) Page Southerland Page
(1) TechniStructures
(1) Pacheco Koch Consulting Engineers
A. Bulent Ethem, P.G.
Project Manager
This report is exclusively for the use of the client indicated above and shall not be reproduced without written approval of Terracon.
CONCRETE COMPRESSIVE STRENGTH TEST
• 94061334 0004
Irerracon
Report Number. 8901 Carpenter Frwy, Ste #100
Service Date: October 23, 2006 Dallas, Texas 75247
(214) 630 -1010
Client: Report Date: November 21, 2006
St Ann Catholic Church Project: St. Ann Ca
Attn: Jennifer Lindsey New Addition
180 Samuel Blvd 180 Samuel Blvd.
Coppell TX 75019 Coppell, TX
Project No. 94061334
Material Information
Specified Strength: 3600 psi c@ 28 Days
Batch Time:
8:17am
Supplier:
Lattimore
Truck No:
1050
Mix I.D. No.:
1701
Plant: 3
Ticket No: 3222083
Sample Information
Date Cast: October 23, 2006 Time: 9:22am
Sampled by: Ira S. Haynes
Weather Conditions: Clear
Accumulative Yards: 80
Placement Method: Direct Discharge
Sample Locations: See attached sketch for Location #1
Placement Location: Pavement, Parking Lot
Field Test Data
Test
Result
Specification
Test Metho
Slump, inches:
5.00
3 -5
ASTM C143
Air Content, %:
4.3
3 -6
ASTM C231
Concrete Temperature, oF:
73
ASTM C1064
Ambient Temperature,oF:
64
ASTM C1064
Plastic Unit Weight, pcf:
ASTM C138
Laboratory Test Data
Age at Maximum Compressive
Set Specimen Diameter Area
No. ID (inches) ( sq. inches
Date
Tested
Test Load
(days Ibs
Strength
(psi)
1 1 6.00
28.27
10/30/2006
7 95,190
3,370
1 2 6.00
28.27
11/20/2006
28 128,920
4,560
1 3 6.00
28.27
11/20/2006
28 128,420
4,540
Average (28 Days)
4,550
1 4
12/18/2006
56
Comments: Not tested for plastic unit weight.
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
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
ma4ariale
Page 1 of 2 01- C&R01 -F"o Key
CONCRETE COMPRESSIVE STRENGTH TEST
61334 0004
1rerracon
Report Number: 940 8901 Carpenter Frwy, Ste #100
Service Date: October 23, 2006 Dallas, Texas 75247
(214) 630 -1010
Client: Report Date: November 21, 2006
St Ann Catholic Church Project: St. Ann Catholic Parish
Attn: Jennifer Lindsey New Addition
180 Samuel Blvd 180 Samuel Blvd.
Coppell TX 75019 Coppell, TX
Project No.: 9406
Material Information
Specified Strength: 3600 psi @ 28 Days
Batch Time: 11:06am Plant: 3
Supplier: Lattimore
Truck No: 5022 Ticket No: 3222096
Mix I.D. No.: 1701
Water Added Onsite Before Test: 15Gallons
Water Added Onsite After Test: 0 Gallons
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, OF:
Ambient Temperature, OF:
Plastic Unit Weight, pcf:
Result
5.25
4.3
83
77
Sample Information
Date Cast: October 23, 2006 Time: 11:45am
Sampled by: Ira S. Haynes
Weather Conditions: Clear
Accumulative Yards: 140/156
Placement Method: Direct Discharge
Sample Locations: See attached sketch for Location #2
Placement Location: Pavement, Parking Lot, N Parking
Specification
3 -5
3 -6
Test Metho
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
2 3 6.00 28.27 11/20/2006 28 128,920 4,560
Average (28 Days) 4,580
2 4 12/18/2006 56
Comments: Not tested for plastic unit weight.
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Terracon Rep: Ira S. Haynes
Report Distribution: e
(1) St Ann Catholic Church (1) TechniStructures
(1) City of Coppell TX (1) Pacheco Koch Consulting Engineers Reviewed by:
(1) City of Coppell TX A. Bulent Ethem, P.G.
(1) Page Southerland Page
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
matorialc
Page 2 of 2 01- CS/R01 -FNtre Kay
* = Field Test Results do not meet project specifications.
Laboratory Test Data
Age at Maximum Compressive
Set
Specimen Diameter Area
Date
Test Load
Strength
No.
ID inches ( sq. inches
Tested
(days Ibs
(psi)
2
1 6.00 28.27
10/30/2006
7 103,510
3,660
2
2 6.00 28.27
11/20/2006
28 129,930
4,590
2 3 6.00 28.27 11/20/2006 28 128,920 4,560
Average (28 Days) 4,580
2 4 12/18/2006 56
Comments: Not tested for plastic unit weight.
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Terracon Rep: Ira S. Haynes
Report Distribution: e
(1) St Ann Catholic Church (1) TechniStructures
(1) City of Coppell TX (1) Pacheco Koch Consulting Engineers Reviewed by:
(1) City of Coppell TX A. Bulent Ethem, P.G.
(1) Page Southerland Page
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
matorialc
Page 2 of 2 01- CS/R01 -FNtre Kay
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