PA0101-LR010626REPORT OF REINFORCING STEEL OBSERVATION
8901 Carpenter Frwy., Sui~ #100
Dallas, Texas 75247
Date of Service: 06/26/01 Report No.: 940~;~=~
Client No.: COPPEL Project N 0 109
Client: City of Coppell - Parks & Recreation732Coppell, DeForest TX 75019 p~t: ~~ast
Services: Observe placement of reinforcing for compliance with fu~ngs. PROJECT DATA
Drawings Utilized: Civil
Locations/Items Observed: Sidewalk, see attached sketch
Test Method: Visual Observation
REPORT OF OBSERVATION
ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT
Placing Drawings Approved X Dar Length and Shape X Column Tied Propedy
Bar Size X Proper Bar Placement X ties and Spaces
Bar Grade X Properly Tied X .~tirrup Spacing/Type
3,ebar Clean X )owel Bars in Place X ~/elded Splices
:orm Clean X Proper Bar Supports X Mechanical Splices
~lumber of Bars X Lapped Splices X Proper Cover X
Discrepancies/Comments: No discrepancies noted at the time of observation.
Technician: m. Aralldia ~ i~~ ~ 0 / ~~__ 0
Renort Distribution: ~1/0 ·ring, Inc.
(1) City of Coppell - Parks & Recreation
(1) TLB Construction ~"1 ·
(1) City ofCoppelt- Constr. Insp. [ ~ Eric J. 1Cleveland, P. E.
Senior Project Engineer
309sks This report is exclusively for the use of the client indicated above and shall not be reproduced without written approval of HBC Engineering, Inc.
'CONCRETE COMPRESSIVE STRENGTH TEST
8901 Carpenter Frwy., Suite #100
Report Nu,~alr: 94011093.0014 Dallas, Texas 75247
Service Ej~te: ~ 26, 2001 (214) 63O-lOlO
Client: ~Q~ty of C/ppelli Parks & Recreation Rep( July 26, 2001
~Attn: B~d Ref
~732 DeForest~ Moore Road
~Coppel, TX~019 Coppel,,
Pi ect Number: 093
Mater~l Infor~fation ration
Specified ~: 3000 psi @ 28 Days Sa 7:23am Date Cast: June 26, 2001
Technician: Marvin Arandia
Batch Time: 6:28am Plant: 41 Weather Conditions: Clear
Supplier: TXI Accumulative Yards: 10
Truck No: 67 Ticket No: 2923877 Placement Method: Direct discharge
Mix I.D. No.: 8272 Sample Locations: See attached sketch
Placement Location: Sidewalk, NW side of jobsite by the lake
Field Test Data
Test Result Specification Test Method
Slump, inches: 7.75 3-5 ASTM C-143
Air Content, %: ASTM C-172
Concrete Temperature, o F: 86 ASTM C-39
Ambient Temperature, o F: 75
Plastic Unit Weight, pcf:
Laboratory Test Data Age at Maximum Compressive
Set Specimen Diameter Area Date Test Load Strength
No. ID (inches) (sq. inches) Tested (days) (lbs) (psi)
I 1 6.00 28.27 07/03/2001 7 81,800 2,890
1 2 6.00 28.27 07/03/2001 7 83,110 2,940
Average ~
I 3 6.00 28.27 07/24/2001 28 124,520- 4,400 )
1 4 6.00 28.27 07/24/2001 ~28 ~
~ 4,420
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
ASTM C-31, C-39, C-172, C-1231
I,-- oo/
Technician: Marvin Arandia ~-'~n'
Report Distribution: ~B~ c.
(1) City of Coppell - Parks & Recreation Reviewed by:
(1) TLB Construction ~ v- Eric J. Cleveland, P.E.
(1) City of Coppell - Constr. Insp. Senior Project Engineer
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 bo reproduced except in full without the written approval of Terracon. 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, o~_s.~o,~,....y
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