Amberpoint BP 2R-LR060320CONCRETE COMPRESSIVE STRENGTHTES'r......~TES'I'..~
Report Number: 94051418.0209
Service Date: February 15, 2006
'il'erracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client:
Transwestern Commercial Services
Attn: David Gunderson
5001 Spring Valley Rd Ste 600 W,~-"-~_
Dallas TX 75244
Material Information
Specified Strength: 4200 psi ~ 28 Days
Report Dat
Buildings 4, 5 and 6
Coppell, TX
ct No.: 9405'1418
~mplo Information
Date Cast: February t 5, 2006 Time: 3:50pm
Technician: Eric G. Jernigan
Batch Time: 2:51pm
Supplier: Lattimore
Truck No: 980
Mix I.D. No.: 1851
Water Added Onsite Before Test:
Water Added Onsite After Test:
Plant: 6
Ticket No: 6271208
5Gallons
0 Gallons
Weather Conditions: Sunny, clear, warm
Accumulative Yards: 4/4
Placement Method: Direct Discharge
Sample Locations: N Headwall
Placement Location: Headwalls, sloped at SW corner of Freeport
& Sandy Lake, NE entry of Amber Point
Field Test Data
Test
Result
Slump, inches: 3.25
Air Content, %: 2.7
Concrete Temperaturep F: 77
Ambient Temperature,o F: 80
Plastic Unit Weight, pcf:
Laboratory Test Data
Specification
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
1 1 6.00 28.27 02/22/2006 7 125,170 4,43~__.~_...
1 2 6.00 28.27 02/22/2006 7 128,970 ~
Average (7 Days) 4,500
I 3 6.00 28.27 03/15/2006
1 4 6.00 28.27 03/15/2006
28 157,700 ~
28 151,340
Average (28 Days) 5,470
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.
Technician: Eric G Jernigan
Report Distribution:
(1) Transwestern Commercial Services (1) TechniStructures //'~j~V~ j
(1) City of Coppell TX (1) Rogers O'Brien Construction Ce Reviewed by:
(1) City of Coppelf TX Hussein H. Abusaad, P.E.
(1) O'Bden & Assoc Senior Project Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This repod 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 onty 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
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051418.0200
Service Date: February 14, 2006
'1 I' ffacon
8901 Carpenter Fro/y, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client:
Transwestern Commercial Services
Attn: David Gunderson
5001 Spring Valley Rd Ste 600 W
Dallas TX 75244
Report Date: March 20, 2006
Project: AmberPoint Business Park
Buildings 4, 5 and 6
505 South Royal Lane
Coppell, TX
Project No.: 94051418
Material Information
Specified Strength: 3600 psi @ 28 Days
Batch Time: 3:20pm Plant: 7
Supplier: Lattimore Materials Co.
Truck No: 1851 Ticket No: 7161230
Mix I D. No.: 1851
Water Added Onsite Before Test: 0Gallons
Water Added Onsite After Test: 0 Gallons
Sample Information
Date Cast: February 14, 2006 Time: 4:20pm
Technician: Barry Cuble
Weather Conditions: Sunny, mild, winds
Accumulative Yards: 8/8
Placement Method: Direct Discharge
Sample Locations: See Placement Location
Placement Location: Manhole Tops at St. Lat. C2, Cl, D, Line D,
Vault Top; NE corner
Field Test Data
Test
Specification
Result
Slump, inches: 5.50
Air Content, %: 5.8
Concrete Temperature,o F: 73
Ambient Temperature,o F: 71
Plastic Unit Weight, pcf: 144.0
Laboratory Test Data
Set Specimen Diameter Area Date
No. ID (inches) (sq. inches) Tested
1 1 6.00 28.27 02/21/2006
1 2 6.00 2827 02/21/2006
1 3 6.00 28.27 03/14/2006
1 4 6.00 28.27 03/14/2006
Test Method
3-5 ASTM C143
3-6 ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Test Load Strength
(days) (lbs) (psi)
7 94,160 3,330
7 91,130 3,220
Average (7 Days) 3,280
28 124,180 4,390
28 121,990 4,310
Average (28 Days) 4,350
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Barry Cuble
Repod Distribution:
(1) Transwcslern Commercial Se[vices (1) TechniStruclures //~ ~:~) j
(1) City of Coppell TX (1) Roge[s O'Brien Construction Co Reviewed by:
(1) City of Coppell TX Hussein H. Abusaad, P.E.
(1) O'Brien & Assoc 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