Amberpoint BP 2R-LR060616CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051418 0445
l~~rracon
Service Date: June 8, 2006 8901 Carpenter Fnnry, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Report Date: June 16, 2006
Transwestern Commercial Services Project: AmberPoint Business Park
Attn David Gunderson Buildings 4, 5 and 6
5001 Spring Vatley 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 53 AM Plant: On-site #2
Supplier Potter Concrete
Truck No 107 Ticket No 102159
Mix I D No 7723
Water Added Onsite Before Test: SGallons
Water Added Onsite After Test. 0 Gallons
Field Test Data
Test Result
Slump, inches. 4 75
Air Content, % 3 3
Concrete Temperature, ~F gg
Ambient Temperature,~F 79
Plastic Unit Weight, pcf• 142.2
Laboratory Tesf Data
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
1 1 6 00 28.27
1 2 6 00 28.27
1 3
1 4
Sample Information
Date Cast: June 8, 2006 Time 7 15 AM
Sampled by• Eric G Jernigan
Weather Conditions: Sunny, clear, mild
Accumulative Yards: 301300
Placement Method Direct Discharge
Sample Locations: Sample 1 on sketch
Placement Location Fire Lane & Parking on W of Building 4
(Parking closest to building), refer to
attached sketch
Specification
3-5
3-6
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (Ibs) (psi)
06/15/2006 7 92,700 3,280
06/15/2006 7 98,810 3,490
Average (T Days) 3,390
07/06/2006 28
07/06/2006 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
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 fuA 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 2 Ot-PpR/R01-FWeKay
CONCRETE COMPRESSIVE STRENGTH TEST lfi~rr~con
Report Number: 94051418 0445
Service Date June 8, 2006 8901 Carpenter Frwy, ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Report Date: June 16, 2006
Transwestern Commercial Services Project: AmberPoint Business Park
Attn David Gunderson Buildings 4, 5 and 6
5001 Spring Vailey Rd Ste 600 W 505 South Royal Lane
Dallas TX 75244 Coppell, TX
Project No.: 94051418
Material Information
Specified Strength 4600 psi cLD 28 Days
Batch Time 8 43 AM Plant.
5upplier~ Potter Concrete
Truck No 106
Mix I D No 7723
Water Added Onsite Before Test
Water Added Onsite After Test:
On-site #2
Ticket No 102174
0 Gallons
0 Gallons
Sample Information
Date Cast: June 8, 2006 Time 9.25 AM
Sampled by• Eric G Jernigan
Weather Conditions: Sunny, clear, warm
Accumulative Yards 180/300
Placement Method Direct Discharge
Sample Locations. Sample 2 on sketch
Placement Location Fire Lane & Parking on W of Building 4
(Parking closest to building), refer to
attached sketch
Field Test Data
Test Result Specification Test Method
Slump, inches: 4 00 3-5 ASTM C143
Air Content, % 3 6 3-6 ASTM C231
Concrete Temperature, ~F g4 ASTM C1064
Ambient Temperature,~F 85 ASTM C1064
Plastic Unit Weight, pcf~ 146.2 ASTM C138
Laboratory Test Data
Age at Maximum Compressive
Set Specimen Diameter Area Date Test Load S ngth
No. ID (inches) (sq. inches) Tested (days) (Ibs) psi)
2 1 6 00 28.27 06/15/2006 7 115, 960 4,100
2 2 6 00 28.27 06/15/2006 7 105,020 3,710
Average (7 Daysj 3,910
2 3 07/06/2006 28
2 4 07/06/2006 28
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 ~~ i
(1) City of Coppell TX (1) Rogers O'Brien Construction Co Reviewed by' (.~J~/_JS~%d~ '/
(1) City of Coppell TX
{i) O'Brien 8 Assoc 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 2 of 2 o~-voamm-F,n„eKeY
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oCONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051418 0404
l~~rracon
8901 Carpenter Fnvy, Ste #100
Service Date: May 18, 2006 Dallas, Texas 75247
(214)630-1010
Client: Report Date: June 16, 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 Sample Information
Specified Strength 3600 psi cLD 28 Days Date Cast: May 18, 2006 Time 6 40am
Sampled by• Terry Smith
Batch Time 6.21am Plant: 2 Weather Conditions; Clear, mild
Supplier Potter Concrete Accumulative Yards 501400
Truck No 128 Ticket No 101771 Placement Method Direct Discharge
Mix I D No 7752 Sample Locations. 60' E of W screen wall
Water Added Onsite Before Test. 0 Gallons Placement Location Pavement, S Side of Building #4 adjacent to
Water Added Onsite After Test: 0 Gallons Truck Docks
Field Test Data
Test Result Specification Test Method
Slump, inches. 4 75 3-5 ASTM C143
Air Content, % 4 3 3-6 ASTM C231
Concrete Temperature, ~F 73 ASTM C1064
Ambient Temperature,oF 58 ASTM C1064
Plastic Unit Weight, pcf• ASTM C138
Laboratory Test Data '~
Age at Maxi um Compressive
Set Specimen Diameter Area Date Test oad Strength
No ID (inches) (sq. inches) Tested (days) (Ibsj (psij
1 1 6 00 28.27 05/25/2006 108,040 3,820
1 2 6 00 28.27 05/25/2006 7 102,820 3,640
Average (7 bays) 3,730
1 3 6 00 28,27 06/15/20 28 115,530 4,090
1 4 6 00 28.27 06/15/ 06 28 135,000 4,770
Average (28 Days) 4,430
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
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 4 ~+-~5~o,-F~„ak•v
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051418 0404
Service Date: May 18, 2006
l~~rracon
8901 Carpenter Fnnry, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Report Date:June 16, 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 Jnformation
Specified Strength 3600 psi ~ 28 Days
Batch Time 7 38am Plant: 2
Supplier Potter Concrete
Truck No 129 Ticket No 101783
Mix I D No 7752
Water Added Onsite Before Test: 10 Gallons
Water Added Onsite After Test: 0 Gallons
Sample /nformation
Date Cast: May 18, 2006 Time 7 58am
Sampled by• Terry Smith
Weather Conditions Clear, mild
Accumulative Yards 170/400
Placement Method Direct Discharge
Sample Locations 200' E of W screen wall & 20' S of bldg
Placement Location Pavement, S Side of Building #4 adjacent to
Truck Docks
Field Test Data
Test Result Specification Test Method
Slump, inches. 4 50 3-5 ASTM C143
Air Content, % 4 4 3-6 ASTM C231
Concrete Temperature, of 77 ASTM C1064
Ambient Temperature,~F 64 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) (si)
2 1 6 00 28.27 05/25/2006 7 110,650 ,910
2 2 6 00 28.27 05/25/2006 7 104,150 3,680
Average (7 Days) 3,800
2 3 6 00 28.27 06/15/2006 28 138,640 4,900
2 4 6 00 28.27 06/15/2006 28 144,910 5,120
Average (28 Day 5,010
Comments Not tested for plastic unit weight.
Services - Obtain samples of fresh concrete at the placement locations, perform required fiel tests and cast compressive
strength samples.
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 2 of 4 01-ACS/R01-future Kay
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051418 0404
l~~rracon
Service Date: May 18, 2006 8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Report Date: June 16, 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 3600 psi cLD 28 Days
Batch Time 8.26am Plant. 2
Supplier Potter Concrete
Truck No 128 Ticket No 101790
Mix I D No 7752
Water Added Onsite Before Test. 10Gallons
Water Added Onsite After Test: 0 Gallons
Field Test Data
Test
Slump, inches:
Air Content,
Concrete Temperature, aF
Ambient Temperature,~F
Plastic Unit Weight, pcf~
Result
5 00
45
75
64
Laboratory Test Data
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
3 1 6 00 28.27
Sample Information
Date Cast. May 18, 2006 Time 8 45am
Sampled by• Terry Smith
Weather Conditions. Clear, mild
Accumulative Yards. 240/400
Placement Method Direct Discharge
Sample Locations: 290' E of W screen wall & 25' S of bldg
Placement Location Pavement, S Side of Building #4 adjacent to
Truck Docks
Specification
3-5
3-6
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Date Test Load Strength
Tested (days} (Ibs) (psi)
05/25/2006 7 97,150 3,440
3 2 6 00 28.27 05/25/2006 7 98,680 3,490
Average (7 Days) 3,470
3 3 6 00 28.27 06/15/2006 28 118,370 4,190
3 4 6 00 28.27 06/15/2006 28 123,520 4,370
Average (28 Days) 4,280
COmmerftS: 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.
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 3 of 4 O1-ACSIROI-FWwe Key
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051418 0404
11err~con
Service Date: May 18, 2006 8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Report Date: June 16, 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 Sample Information
Specified Strength 3600 psi G 28 Days Date Cast: May 18, 2006 Time. 10.OOam
Sampled by' Terry Smith
Batch Time g:28am Plant. 2 Weather Conditions: Clear, mild
Supplier Potter Concrete Accumulative Yards. 340/400
Truck No 134 Ticket No 101800 Placement Method Direct Discharge
Mix I D No 7752 Sample Locations: 355' E of W screen wall 8~ 20' S of bldg
Water Added Onsite Before Test. 0 Gallons Placement Location Pavement, S Side of Building #4 adjacent to
Water Added Onsite After Test: 0 Gallons Truck Docks
Field Test Data
Test Result Specification Test Method
Slump, inches. 4 75 3-5 ASTM C143
Air Content, % 4 5 3-6 ASTM C231
Concrete Temperature, of 77 ASTM C1064
Ambient Temperature,oF 66 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) (tbs) (psi)
4 1 6 00 28.27 05/25/2006 7 100,280 3,550
4 2 6 00 28.27 05/25/2006 7 99,830 3,530
Average (7 Days) 3,540
4 3 6 00 28.27 06/15/2006 28 129,460 4,580
4 4 6 00 28 27 06/15/2006 28 136,840 4,840
Average (28 Days) 4,710
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• Terry Smith
Report Distribution
(1) Transwestern Commercial Services (1) TechniStructures
(1) City of Coppell TX (1) Rogers O'Brien Construction Co
(1) City of Coppell TX Reviewed by•
(1) O'Brien & Assoc Hussein H. Abusaad, P.E.
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 4 of 4 Ot-ACS/f701~FyWre Key