Amberpoint BP 2R-LR060310CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051418.0182
Service Date: February 8, 2006
'll"err con
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
Report Date:March 10, 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: 3:40pm Plant: 7
Supplier: Lattimore
Truck No: 956 Ticket No: 7161059
Mix i.D. No.: 1851
WaterAdded Onsite Before Test: 0Gallons
Water Added Onsite After Test: 0 Gallons
Sample Information
Date Cast: February 8, 2006
Technician: Eric G. Jernigan
Weather Conditions: Sunny, clear, nice
Accumulative Yards: 10/10
Placement Method: Direc~ Discharge
Sample Locations: On NW Inlet
Placement Location: Water Main, Inlet on N side of jobsite (NE &
NW)
Time: 4:30pm
Batch Size (cy): 10.00
Field Test Data
Test
Result
Slump, inches: 4.25
Air Content, %: 3.9
Concrete Temperature,o F: 72
Ambient Temperature,o F: 73
Plastic Unit Weight, pcf:
Laboratory Test Data
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
1 I 6.00 28.27
1 2 6.00 28.27
1 3 6.00 28.27
1 4 6.00 28.27
Specification
Test Method
ASTM C143
ASTM C231
ASTM Cl 064
ASTM Cl 064
ASTM C138
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
02/15/2006 7 103,920 3,670
02/15/2006 7 104,710 3,700
Average (7 Days) 3,690
03/08/2006 28 136,700 4,830
03/08/2006 28 133,660 4,730
Average (28 Days) 4,780
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
Repod Distribution:
(1) Transwestern Commercial Services (1) Tech,iStructures
(1) City of Coppell TX (1) Rogers O'Brien Construction Co Reviewed by:
(1) City of CoppelJ TX . 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.
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051418.0061
Service Date: January 11, 2006
'lrerracon
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
Report Date:March 10, 2006
Project: AmberPoint Business Park
Buildings 4, 5 and 6
505 South Royal Lane
Coppell, TX
Project No,: 94051418
Material Information
Specified Strength: 4200 psi ~ 28 Days
Batch Time: 1:34pm Plant: 6
Supplier: Lattimore Materials Co.
Truck No: 1109 Ticket No: 626867
Mix I.D. No.: 1851
Field Test Data
Test
Result
Slump, inches: 5.25
Air Content, %: 4.7
Concrete Temperature,o F: 71
Ambient Temperature,o F: 73
Plastic Unit Weight, pcf: 140.4
Laboratory Test Data
Set Specimen Diameter
NO,
Sample Information
Date Cast: January 11,2006 Time: 2:35pm
Technician: Daniel J. Drogos
Weather Conditions: Sunny, windy
Accumulative Yards: 10
Placement Method: Bucket
Sample Locations: inlet Warls
Placement Location: Water Drain Inlet at the corner of Northpoint
and Sandy Lake
Specification
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Area
ID (inches) (scI. inches)
1 1 6.00 28.27 01/18/2006 7 106,420 3,760
1 2 6.00 28.27 02/08/2006 28 153,310 5,420
1 3 6.00 28.27 02/08/2006 28 139,870 4,950
Average (28 Days) 6,t90
1 4 6.00 28.27 03/08/2006 56 149,520 5,290
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Daniel J. Drogos
Repod Distribution:
(1) Transweslern Commercial Services (1) TechniStructures
(1) City of Coppell TX (1) Rogers O'Brien Construction Co Reviewed by:
(1) City of Coppell TX H~ aid, 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.
REPORT OF SOIL-LIME MIXTURE PULVERIZATION
' rl!!ffiilcon
8901 Carpenter Fmc7., Suite #100
Dallas, Texas 75247
(214-630-1010
Date of Service:
Client No.:
Client:
03/10/06
50854
Transwestem Commercial Services
5001 Spring Valley Rd Ste 600 W
Dallas, TX 75244
Report No.:
Project No.:
Project:
94051418.0262
94051418
AmberPoint Business Park
Buildings 4, 5 and 6
505 South Royal Lane
Coppell, TX
Contractor:
Test Location:
Rogers-O'Brien Construction
Building #5
Test Method: NTCOG
Specification Requirements:
Minimum Passing '1-3/4" Sieve: ] 00°/o
Minimum Passing ~ Sieve: 60%
Sample Condition: Field Moist
1-3/4" SIEVE tg4 SIEVE
TEST LOCATION % PASSING % PASSING
NO.
1 300' W & 20' S of NE comer of Building 100 61
2 220' W & 40' S of NE comer of Building 100 64
3 100' W & 25' S of NE comer of Building 100 65
4 60' S & 50' W of NE comer of Building 100 70
5 15' W & 20' S of NE comer of Building 100 65
6 75' S & 150' W of NE comer of Building 100 62
7 !70' W & 95' S of NE comer of Building 100 65
8 ~00' W & 95' S of NE comer of Building 100 70
9 25' N & 100' W of SE comer of Building 100 70
l 0 20' N & 210' W of SE comer of Building 100 72
Comments:
Technician: F. Morillo
Report Distribution:
(1) Transwestern Commercial Services
(1) City of Coppell TX
(1) City of Coppell TX
309pdr
(1) Rogers O'Brien Construction Co
(1) O'Brien & Assoc
(1) TechniStructures
Hussein H. Abusaad, P.E.
Senior Project Manager
This report is exclusively for tile use of the client indicated above and shull not be reproduced in full without written approval of Tetracon.