Amberpoint BP 2R-LR060609FIELD DENSITY TESTING l~~rr~con
Report Number: 94051418 0427
Service Date June 1, 2006 8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Report Date June 09, 2006
Transwestern Commerciai Services Project: AmberPoint Business Park
Attn David Gunderson Buildings 4, 5 and 6
5001 Spring Valley Rd Ste 600 W 505 South Royal Lane
Dallas TX 75244 Coppell, TX
Project No.: 94051418
Material Information Lab Test Data Protect Requirements
Optimum Max. Lab
Water Dry Unit Water Minimum Dry
Material Laboratory Content Weight Content Unit Weight
No Test Method Description and Classification (%) (pcf) (%) (% compaction)
1 514180003 ASTM D 698 Reddish brown sandy clay 14 8 112 3 >/_ +3 93
Field Test Data Probe Water Dry Unit Dry Unit
Test Lift/ Mat. Depth Gontent Weight Weight
No Test Location Elev No (inches} (%) (pcf) (% compaction)
Slab Leaveout
666 2' N & 15' W of SE corner
667 2' N & 60' W of SE corner
668 2' N & 100' W of SE corner
669 2' S & 20' W of SE corner
670 2' S & 100' W of SE corner
1' BFG 1 6 18 5 105 9
1' BFG 1 6 17 9 106 4
1' BFG 1 6 18 6 106 1
2' BFG 1 6 17 8 99 5
2'BFG 1 6 170* 999
94
95
94
89
Datum: BFG =below final grade
Comments
An asterisk (*) appears next to test results which do NOT meet the project specifications.
Services - Perform in-place density and moisture content tests to determine degree of compaction and material
condition
Field Test Method ASTM D-2922, ASTM D-3017
i
Terracon Rep Armando Rendon
Field Results Reported To Superintendent
Report Distribution
ure
(1) Transwestern Commercial Services (1) TechniStructures
(1) City of Coppell TX (t) Rogers O'Brien Construction Co Reviewed by
{1) City of Coppell TX Hussein H. Abusaad, P.E.
(1) O'Brien 8 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.
Page 1 of 1
0]-FDRlRO]-F~IVe Key
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051418 0391
Service Date. May 11, 2006
Client: Report Date.June 09, 2006
Transwestern Commercial Services Project: AmberPoint Business Park
Attn David Gunderson Buildings 4, 5 and 6
5001 Spring Valley Rd Ste 600 W 505 South Royal Lane
Dallas TX 75244 Coppell, TX
Project No.: 94051418
Material Information
Specified Strength 4600 psi ~ 28 Days
Batch Time 6 54am Plant• 2
Supplier Potter
Truck No 104 Ticket No 101707
Mix I D No 7723
Water Added Onsite Before Test: 0 Gallons
Water Added Onsite After Test: 0 Gallons
Sample Information
Date Cast. May 11, 2006 Time 7.30 a m
Sampled by' Eric G Jernigan
Weather Conditions Partly sunny, cool
Accumulative Yards 20/150
Placement Method Pump
Sample Locations: Fire Lane at NW corner of job
Placement Location 5" Pavement of NW corner of job NW
Entrance, Fire Lane and Pavement
l~~rr~con
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214} 630-1010
Field Test Data
Test Result
Slump, inches 5 00
Air Content, % 3.2
Concrete Temperature, ~F 8p
Ambient Temperature,~F 65
Plastic Unit Weight, pcf~
Specification
3-5
3-5
Test Method
Laboratory Test Data
Set Specimen Diameter
No. ID (inches) ~
1 1 6 00
1 2 6 00
1 3 6 00
1 4 6 00
Area
sq inches)
28.27
28.27
28.27
28.27
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (Ibs) (psi)
05/18/2006 7 133,720 4,730
05/18/2006 7 123,460 4,370
Average (7 Days) 4,550
06/08/2006 28 168,030 5,940
06/08/2006 28 173,070 6,120
Average (28 Days) 6,030
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• Eric G Jernigan
Report Distribution
(1) Transwestern Commercial Services (1) TechniStructures
(1) City of Coppell TX (1) Rogers O'Brien Construction Co Reviewed by'
(1} City of Coppelt TX Nussein H. Abusaad, P.E.
(1) O'Brien 8 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.
Page 1 of 1 01-ACSR201-FWUre Key
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051418 0393
l~~rracon
8901 Carpenter Frwy, Ste #100
Service Date: May 11, 2006 Dallas, Texas 75247
(214) 630-1010
Client: Report Date: June 09, 2006
Transwestern Commercial Services Project: AmberPoint Business Park
Attn David Gunderson Buildings 4, 5 and 6
5001 Spring Valley Rd Ste 600 W 505 South Royal Lane
Dallas TX 75244 Coppell, TX
Project No.: 94051418
Maferia! Information
Specified Strength 3600 psi @ 28 Days
Batch Time 9 32am Plant. 2
Supplier Potter Concrete
Truck No 104 Ticket No 101722
Mix I D No 7752
Water Added Onsite Before Test. 0 Gallons
Water Added Onsite After Test: 0 Gallons
Samale Information
Date Cast: May 11, 2006 Time 9 55am
Sampled by' Eric G Jernigan
Weather Conditions: Sunny, clear, mild
Accumulative Yards: 20/110
Placement Method Pump
Sample Locations: Center of Approach
Placement Location Pavement, Fire Lane and Parking on NW
corner of job site
Field Test Dafa
Test Result Specification Test Method
Slump, inches. 4 00 3-5 ASTM C143
Air Content, % 3 6 3-6 ASTM C231
Concrete Temperature, of 87 ASTM C1064
Ambient Temperature,~F 72 ASTM C1064
Plastic Unit Weight, pcf• ASTM C138
Laboratory Test Data
Age at Maximum Compressive
Set Specimen Diameter Area Date Test Load Strength
No. ID (inches) (sq. inches) Tested (days) (Ibs) (psi)
1 1 6 00 28.27 05/18/2006 7 128,650 4,550
1 2 6 00 28.27 05/18/2006 7 116,490 4,120
Average (7 Days) 4,340
1 3 6 00 28.27 06/08/2006 28 155,050 5,480
1 4 6 00 28.27 06/08/2006 28 160,900
Average (28 Days) 5,590
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 Eric G Jernigan
Report Distribution
(1} Transwestem Commercial Services
(1) City of Coppell TX
(1) City of Coppell TX
(1) O'Brien $ Assoc
(1) TechniStructures
(1) Rogers O'Brien Construction Co Reviewed by'
Hussein H. Abusaad, P.E.
Senior Project Manager
The tests were pertormed 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.
Page 1 of 1 ~~ ~~~+-r~~,a KeY