PA0101-LR010706'~CONCRETE COMPRESSIVE STRENGTH TEST
8901 Carpenter Frwy., Suite//100
Report Number: 94011093.0014 Dallas, Texas 75247
Service Date: June 26, 2001 (214) 63O-lOlO
Client: City of Coppell - Parks & Recreation Report July 06,
Attn: Brad Reid Proj( ~rew Brown Park st
732 DeForest Moore Road
Coppell TX 75019 Coppell, Texas
;ct Number: 940'
Material Information
Specified Strength: 3000 psi @ 28 Days Sam 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 Date Test Load Strength
No. ID (inches) Tested (days) (lbs) (psi)
I 1 6.00 07/03/2001 7 81,800 2,890
1 2 6.00 07/03/2001 7 83,110 2,940
Average 2,920
1 3 07/24/2001 28
I 4 07/24/2001 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Marvin Arandia
Report Distribution: ~eering,' Inc.
(1) City of Coppell - Parks & Recreation Reviewed by:
(1) TLB Construction 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 be 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.
Page 1 of 1
REPORT OF REINFORCING STEEL OBSERVATION
8901 Carpenter Fr, vy.. Suite #100
Dallas. Texas 75247
Date of Service: 07/06/01 Report No.: 9401~1~~
Client No.: COPPEL Project N~r401 ~
Client: City of Coppell - Parks & RecreatiOncoppel],732 DeForeStTx 75019 Prlct: ~~~~East
Services: Observe placement of reinforcing for compliance with furn~s.
PROJECT DATA
Drawings Utilized: Superintendent's approved drawings
Locations/Items Observed: Plaza Area between Softball Fields located on E side of Park, 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 Bar Length and Shape X ;olumn Tied Properly
Rat Size X Proper Bar Placement X ties and Spaces
Bar Grade X Propedy Tied X stirrup Spacing/Type
Rebar Clean X Dowel Bars in Place X ~Velded Splices
Form Clean X Proper Bar Supports X ¥1echanical Splices
Number of Bars X Lapped Splices X Proper Cover
Discrepancies/Comments: No discrepancies noted at the time of observation.
Technician: E. Oarcia
Renort Distribution: g~ Inc.
(1) City of Cop~ll - P~ & Recreation
(1) TLB Cons~uction
(1) City of Cop~ll - Cons~. lnsp.
' Cleveland, P. E.
Senior Project Engin~r
309sks This re~d is exclusively for the use of the client indicted above and shall not ~ repr~u~d without ~itten approval of HBC Engineering, Inc.
REPORT OF REINFORCING STEEL OBSERVATION
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 07/26/01 Report No.: 94011093.0027
Client No.: COPPEL Project No
Client: Cit, - Parks & Rec~ ation ~w Browt ~rk East
DeForest Moore
)ppell, TX 75019 Coppell, :as
Services: ve[ reinforcing for compliance with gs.
PROJECT DATA
Drawings Utilized: /i~
Locations/Items Observed: Sidewalks, 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 Bar Length and Shape X C. olumn Tied Propedy
Bar Size X Proper Bar Placement X Ties and Spaces
Bar Grade X Propedy Tied X stirrup Spacing/Type
=lebar Clean X Dowel Bars in Place X Welded Splices
:erin Clean X ~roper Bar Supports X Mechanical Splices
Number of Bars X _apped Splices X Proper Cover
Discrepancies/Comments: No discrepancies noted at the time of observation.
Technician: A. Garcia
Report Distribution:
(1) City of Coppell - Parks & Recreation
( 1 ) TLB Construction
(1) City of Coppell - Constr. lnsp.
Eric J. Cleveland, P. E.
Senior Project Engineer
309sks This repel1 is exclusively for the use of the client indicated above and shall not be reproduced without wdtlen approval of HBC Engineering, Inc.
· CONCRETE COMPRESSIVE STRENGTH TEST
ENGINEERING, 1NC.
Re port,,,~:,~, ;. ~,~u,: ..~._~~'~,,~~ a~~~ 8901Dallas,CarpenterTexas 75247Frwy" Suite ,100
Servi(~ Date: JuJyi~iE 2OOl J (214) 630-1010
i~n Project:,~nd~w Brown Pa~East
Client: 't~ Coppell - Parks & Re on Report D
Attn: ~,,..J P"~d
732 DeForest ~' Moore Road
Project ~ber~11093
Material Information Sample Information
Specified Strength: 3000 psi @ 28 Days SampLe Time: 9:08am Date Cast:,July 6, 2001
Technician: Eric Garda
Batch Time: 7:54am Plant: 31 Weather Conditions: Partly cloudy, sunny
Supplier: TXl Accumulative Yards: 70
Truck No: 737 Ticket No: 2931097 Placement Method: Pump
Mix I.D. No.: 8272 Sample Locations: See placement location
Placement Location: Paying on plaza area between softball
fields on E side of park
(See attached sketch)
Field Test Data
Test Result Specification Test Method
Slump, inches: 4.00 3-5 ASTM C-143
Air Content, %: 3-6
Concrete Temperature,o F: 89 ASTM C-1064
Ambient Temperature, 0 F: 81 ASTM C-1064
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)
1 1 6.00 28.27 07/13/2001 7 72,820 2,570
1 2 6.00 28.27 07/13/2001 7 77,950 2,760
~verage ~
1 3 6.00 28.27 08/03/2001 92,460
I 4 6.00 28.27 08/03/2001 95,430
Average 3,320
Services - Obtain samples of fresh concrete at the placement locations, perform required field compressive
strength samples.
ASTM C-31, C-39, C-172, C-1231
Technician: Eric Garcia ~ 1~~ ~t~t) ~4~1~ 0 ~r~ J
Report Distribution: Inc.
(1) City of Coppell - Parks & Recreation Reviewed by
(1) TLB Construction
(1) City of Coppell- Constr. Insp. Eric J. Cleveland, P.E.
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 be 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.
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