Amberpoint BP 2R-LR060126· WATER INJECTION OBSERVATION
"l rfacon
ConsuItlnfl Engineers & Scientists
8901 Carpenter Frwy, Suite #100
Dallas, Texas 75247
(214) 630-1010
Date of Service:
Client No.:
Client:
Location:
01/26/06
50854
Trans~vestem Commercial Services
5001 Spring Valley Rd Ste 600 W
Dallas, TX 75244
Building #5, see attached sketch
Report No.:
Project No.:
Project:
General Contractor:
Injector:
94051418.0119
94051418
AmberPoint Business Park
Buildings 4, 5 and 6
505 South Royal Lane
Coppell, TX
Rogers-O'Brien
Jowell
Procedure:
On this date, a Terracon technician observed the injection of water at this site. During the
injection process, the following observations were recorded.
Pass No.: 7th No. of Probes: 4 Probe Length: 12 feet
OBSERVATION
SPECIFICATION Yes No N/A
Surfactant added to each load. X
Injection pressure 50 to 200 psi at manifold. X
lnjection downward in 18 inch intervals. X
Total depth of injection was 10 feet. X
Spacing of injection was 5 feet maximum. X
Injection to refusal at each location. X
Comments: Four (4) injection rigs were used on this date except one (1) injection rig was out of service in the
afternoon. The east end of the pad for Building #5 was injected on this date. The weather was
cloudy, cool and a threat of rain.
Field Results Report To: Jeff w/Rogers-O'Brien Construction Co.
Technician: L. Ratcliff
Report Distribution:
(1) Transwestern Commercial Services
(1) City of Coppell TX
(1) City of Coppell TX
99
(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 the use of the client indicated above and shall not be reproduced in full without written approval of Terracon
8901 Carpenter Frwy, Suile #100
Date of Service: 01/26/06 Report No.:
Client No.: 50854 Project No.:
Client: Transwestem Commercial Services Project:
5001 Spring Valley Rd Sro 600 W
Dallas, TX 75244
94051418.0119
94051418
AmberPoint Business Park
Buildings 4, 5 and 6
505 South Royal Lane
Coppell, TX
Building #5
Previously injected .~"~~~
720' ~
170'
Building #6
< 420'
Remaining portion to be injected.
Not to Scale
N
S
FIELD DENSITY TESTING
Report Number: 94051418.0100
Service Date: January 20, 2006
'lrefracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client:
Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Ste 600 W
Dallas TX 75244
Report Date: January 26, 2006
Project: AmberPoint Business Park
Buildings 4, 5 and 6
505 South Royal Lane
Coppell, TX
Project No.: 94051418
Material Information
Material Laboratory
No. Test Method
Description and Classification
Lab Test Data Project Requirements
Optimum Max, Lab
Water Dry Unit Water Minimum Dry
Content Weight Content Unit Weight
(%) (pc0 (%) (% compaction)
1 514180001 ASTM D 698 Brown clay w/sand
2 514180001 ASTM D 698 Brown clay w/sand
Field Test Data
Test
No. Test Location
19.0 101.2 -1/+3 95
19.0 101.2 -2/+2 95
Probe Water Dry Unit Dry Unit
Lift/ Mat. Depth Content Weight Weight
Elev. No. (inches) (%) (pcf) (% compaction)
Sanitary Sewer, Line S
463 Sta. 12+50 5' BFG 1 6 20.4 99.8 99
464 Sra. 12+50 4' BFG 1 6 20.0 100.4 99
465 Sra. 12+50 3' BFG 1 6 19.8 100.6 99
466 Sta. 12+50 2' BFG 1 6 19.9 100.3 99
467 Sra. 12+50 1' BFG 1 6 20.1 100.0 99
468 Sta. 12+50 Final 1 6 19.7 100.9 100
469 Sta. 7+00 6' BFG 1 6 20.6 99.7 99
470 Sra. 7+00 5' BFG 1 6 20.3 99.6 98
471 Sra. 7+00 4' BFG 1 6 19.9 100.3 99
472 Sra. 7+00 3' BFG 1 6 20.1 99.9 99
473 Sta. 7+00 2' BFG 1 6 20.4 99.6 98
474 Sta. 7+00 1' BFG 1 6 20.7 99.8 99
475 Sta. 7+00 Final I 6 19.9 99.4 98
Water Line
476 40' N & 20' E of SE corner of Building ¢f4 3' BFG 2 6 19.1 99.8 99
477 40' N & 20' E of SE corner of Building ~If-4 2'BFG 2 6 19.4 99.6 98
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 2
FIELD DENSITY TESTING 'lFerracon
Client:Transwestem Commercial Services
Project Number:94051418
Report Number: 94051418.0100
Field Test Data Probe
Test Lift/ Mat. Depth
No. Test Location Elev. No. (inches)
478 40' N & 20' E of SE corner of Building 1f-4 1' BFG 2 6
479 40' N & 20' E of SE corner of Building #4 Final 2 6
480 100' N & 20' E of SE corner of Building #4 2'BFG 2 6
461 100' N & 20' E of SE comer of Building #4 I'BFG 2 6
482 100' N & 20' E of SE corner of Building #4 Final 2 6
Water Dry Unit Dry Unit
Content Weight Weight
(%) (pct') (% compaction)
19.0 100.1 99
19.3 99.9 99
19.9 99.2 98
19.6 99.9 99
20.0 100.5 99
Datum: BFG = below final grade
Comments:
Test results on this report meet project specification.
Services - Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Field Test Method~STM D-2922, ASTM D3017
Technician: Armando Rendon
Field Results Reported To: Superintendent
Report Distribution: ~
(1) Transwestern Commercial Services (1) O'Brien & Assoc
(1) City of Coppell TX (1) TechniStructures Reviewed by:
( 1 ) City of Coppell TX
(1) Rogers O*Brien Construction Co Hussein H. Abusaad, P.E.
Senior Project Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This repott 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.
FIELD DENSITY TESTING
'Report Number: 94051418.0083
Service Date: January 17, 2006
'll'erracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client:
Transwestem Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Ste 600 W
Dallas TX 75244
Report Date: January 26, 2006
Project: AmberPoint Business Park
Buildings 4, 5 and 6
505 South Royal Lane
Coppell, TX
Project No.: 94051418
Material Information
Material Laboratory
No. Test Method
Description and Classification
Lab Test Data Proiect Requirements
Optimum Max. Lab
Water Dry Unit Water Minimum Dry
Content Weight Content Unit Weight
(%) (pcf) (%) (% compaction)
1 514180001 ASTM D 698 Brown clay w/sand
2 514180069 ASTM D 698 Brown and gray clay w/sand (lime treated)
3 514180003 ASTM D 698 Reddish brown sandy clay
Field Test Data Probe
Test Lift/ Mat. Depth
No. Test Location Elev. No. (inches)
19.0 101.2 -2/+2 95
24.3 97.7 -2/+2 95
14.8 112.3 -2/+2 95
Water Dry Unit Dry Unit
Content Weight Weight
(%) (pcf) (% compaction)
Building Pad #4
408 20' N & 20' W of SE corner Final 2 6 25.8 94.1 96
409 100' N & 100' W of SE corner Final 2 6 25.3 94.7 97
410 300' N & 300' W of SE corner Final 2 6 24.9 95.2 97
411 20' N & 300' W of SE corner Final 2 6 25.3 94.4 97
412 100' N & 20' W of SE corner Final 2 6 25.6 94.8 97
413 200' N & 200' W of SE corner Final 2 6 25.0 94.9 97
Water Line, Line B
414 Sta. 30+50 2' BFG 3 6 15.7 111.6 99
415 Sta. 30+50 I'BFG 3 6 16.1 112.2 100
416 Sta. 30+50 Final 3 6 15.9 112.8 100
417 Sta. 27+50 2' BFG 1 6 19.4 99.8 99
418 Sta. 27+50 1' BFG 1 6 19.9 99.4 98
419 Sta. 27+50 Final 1 6 20.0 98.6 97
420 Sta. 23+00 2' BFG 1 6 19.2 98.3 97
421 Sta. 23+00 1' BFG 1 6 19.5 98.2 97
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.
. FIELD DENSITY TESTING lrerracon
Client:Transwestem Commercial Services
Project Number:94051418
Report Number: 94051418.0083
Field Test Data Probe
Test Lift/ Mat. Depth
No. Test Location Elev. No. (inches)
422 Sta. 23+00 Final 1 6
423 Sra. 20+50 2' BFG 1 6
424 Sta. 20+50 1' BFG 1 6
425 Sra. 20+50 Final 1 6
Pavement, Fire Lane
426 50' S & 30' W of SE corner of Building ~4 Final 1 6
427 50' S & 100' W of SE corner of Building ~4 Final 1 6
428 50' S & 200' W of SE corner of Building #4 Final 1 6
429 50' S & 300' W of SE corner of Building ~-4 Final 1 6
430 50' S & 500' W of SE corner of Building ~ Final 1 6
431 50' S & 700' W of SE corner of Building #4 Final 1 6
432 50' S & 100' E of SW corner of Building #4 Final 1 6
Water Dry Unit Dry Unit
Content Weight Weight
(%) (pcf) (% compaction)
19.6 98.0 97
19.8 99.1 98
19.4 98.7 98
19.6 98.3 97
20.0 100.8 100
18.7 101.0 100
19.5 101.4 100
18.9 100.9 100
18.7 101.7 100
20.4 101.1 100
20.1 101.8 100+
Comments:
Test results on this report meet project specification.
Services - Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Field Test Method:ASTM D2922, ASTM D3017
Technician: Armando Rendon
Field Results Reported To: Superintendent
Report Distribution:
(1) Transwestern Commercial Services (1) O'Brien & Assoc ~{.-T~ j
(1) City of Coppell TX (1) TechniStructures Reviewed by:
(1) City of Coppell TX
(1) Rogers O'Brien Construction Co Hussein H. Abusaad, P.E.
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 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.
FIELD DENSITY TESTING
Report Number: 940514'18.0096
Service Date: January 19, 2006
'il'erracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client:
Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Ste 600 W
Dallas TX 75244
Report Date: January 26, 2006
Project: AmberPoint Business Park
Buildings 4, 5 and 6
505 South Royal Lane
Coppell, TX
Project No.: 94051418
Material Information
Material Laboratory
No. Test Method
Description and Classification
Lab Test Data Project Requirements
Optimum Max. Lab
Water Dry Unit Water Minimum Dry
Content Weight Content Unit Weight
(%) (pCf) (%) (% compaction)
1 514180069 ASTM D 698 Brown and gray clay w/sand (lime treated)
Field Test Data Probe
Test Lift/ Mat. Depth
No. Test Location Elev. No. (inches)
Building Pad #4
24.3 97.7 -2/+2 95
Water Dry Unit Dry Unit
Content Weight Weight
(%) (pc0 (% compaction)
443 20' N & 20' W of SE corner Final 1 6 25.6 95.1 97
444 100' N & 100' W of SE corner Final 1 6 25.9 94.8 97
445 200' N & 200' W of SE corner Final 1 6 25.4 94.6 97
446 200' N & 300' W of SE corner Final 1 6 25.9 94.2 96
447 20' N & 100' W of SE corner Final 1 6 25.7 94.4 97
448 100' N & 300' W of SE comer Final 1 6 26.0 94.1 96
449 20' N & 300' W of SE corner Final 1 6 25.5 94.8 97
450 300' N & 20' W of SE corner Final I 6 26.0 95.8 98
451 400' N & 30' W of SE corner Final 1 6 25.8 96.2 98
452 500' N & 30' W of SE corner Final 1 6 25.7 96.0 98
453 600' N & 30' W of SE corner Final 1 6 26.2 95.7 98
454 300' N & 300' W of SE corner Final 1 6 25.4 95.4 98
455 400' N & 300' W of SE corner Final 1 6 25.9 96.1 98
456 500' N & 300' W of SE corner Final 1 6 26.2 95.8 98
457 300' N & 200' W of SE corner Final 1 6 24.8 95.2 97
458 400' N & 200' W of SE corner Final 1 6 24.7 95.4 98
459 500' N & 200' W of SE corner Final 1 6 25.0 94.7 97
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(a) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials,
Page 1 of 2
FIELD DENSITY TESTING 3rEffacon
Client:Transwestem CommerciaJ Services
Project Number:94051418
Report Number: 94051418.0096
Field Test Data Probe Water Dry Unit Dry Unit
Test Lift/ Mat. Depth Content Weight Weight
No. Test Location Elev. No. (inches) (%) (pcf) (% compaction)
460 300' N & 100' W of SE corner Final 1 6 25.2 94.3 97
461 400' N & 100' W of SE corner Final 1 6 24.9 95.3 98
462 500' N & 100' W of SE corner Final 1 6 25.6 95.5 98
Comments:
Test results on this report meet project specification.
Services - Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Field Test Method:ASTM D2922, ASTM D3017
Technician: Armando Rendon
Field Results Reported To: Superintendent
Report Distribution:
(1) Transweslern Commercial Services (1) O'Brien & Assoc
(1) City of Coppell TX (1) TechniStructures Reviewed by:
(1) City of CoppeJl TX
(1) Rogers O'Brien Construction Co 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.
FIELD DENSITY TESTING
Report Number: 94051418.0091
Service Date: January 18, 2006
'lrefraron
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client:
Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Ste 600 W
Dallas TX 75244
Report Date: January 26, 2006
Project: AmberPoint Business Park
Buildings 4, 5 and 6
505 South Royal Lane
Coppell, TX
Project No.: 94051418
Material Information Lab Test Data Proiect 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 514180001 ASTM D 698 Brown clay w/sand 19.0 101.2 -2/+2 95
2 514180003 ASTM D 698 Reddish brown sandy clay 14.8 112.3 -2/+2 95
Field Test Data Probe Water Dry Unit Dry Unit
Test Lift/ Mat. Depth Content Weight Weight
No. Test Location Elev. No. (inches) (%) (pCl~ (% compaction)
Storm Sewer, Line A
433 Sta. 13+50 4' BFG 2 6 14.3 108.5 97
434 Sta. 13+50 3' BFG 2 6 14.8 109.1 97
435 Sta. 13+50 2' BFG 2 6 15.0 108.8 97
436 Sra. 13+50 1' BFG 2 6 14.9 108.7 97
437 Sra. 13+50 Final 2 6 14.7 108.5 97
438 Sra. 16+50 4' BFG 2 6 13.9 109.3 97
439 Sta. 16+50 3' BFG 2 6 14.2 109.0 97
440 Sta. 16+50 2' BFG 2 6 13.7 109.5 98
441 Sta. 16+50 1' BFG 2 6 13.6 109.8 98
442 Sra. 16+50 Final 2 6 14.1 109.2 97
Datum: BFG = below final grade
Comments:
Test results on this report meet project specification.
Services - Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Field Test Method~,STM D2922, ASTM D3017
Technician: Armando Rendon
Field Results Reported To: Superintendent
Report Distribution:
(1) Transwestern Commercial Services (1) O'Brien & Assoc (~
(1) City of Coppell TX (1) TechniStructures Reviewed by:
(1) city of Coppell TX
(1) Rogers O'Brien Construction Co Hussein H. Abusaad, P.E.
Senior Project Manager
The testa 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 shaJl 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: 94051418.0087
Service Date: January 18, 2006
'JrErracon
8901 Carpenter Fro,y, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client:
Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Ste 600 W
Dallas TX 75244
Report Date: January 26, 2006
Project: AmberPoint Business Park
Buildings 4, 5 and 6
505 South Royal Lane
Coppell, TX
Project No.: 94051418
Material Information
Specified Strength: 3000 psi (~ 28 Days
Batch Time: 4:18pm Plant: 2
Supplier: Potter Concrete
Truck No: 103 Ticket No: 10269
Mix I.D. No.: 9337
Field Test Data
Test Result
Slump, inches: 4.00
Air Content, %:
Concrete Temperature,o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
69
60
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
1 1 6.00 28.27
I 2 6.00 28.27
1 3
1 4
Sample Information
Date Cast: January 18, 2006 Time:4:43pm
Technician: Terry Smith InspFFesting
Weather Conditions:
Accumulative Yards: 90
Placement Method: Direct Discharge
Sampre Locations: C/3 & C/4
Placement Location: Piers, Building
Specification Test Method
5-7 ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
01/25/2006 7 116,450 4,120
01/25/2006 7 114,780 4,060
Average 4,090
02/15/2006 28
02/I 5/2006 26
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: Terry Smith Insp/Testing
Report Distribution:
(1) Transw~stern Commerciar Services (1) O'Brien & Assoc
(1) City of Coppel[ TX (1) TechniStructures Reviewed by:
(1) City of Coppell TX Husseln H. Abusaad, P.E.
(1) Rogers O'Brien Construction Co 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: 94051418.0093
Service Date: January 18, 2006
'lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client:
Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Ste 600 W
Dallas TX 75244
Report Date: January 26, 2006
Project: AmberPoint Business Park
Buildings 4, 5 and 6
505 South Royal Lane
Coppell, TX
Project No.: 94051418
Material Information
Specified Strength: 4000 psi ~ 28 Days
Batch Time: 3:21pm Plant: 3
Supplier: Lattimore
Truck No: 5005 Ticket No: 3207653
Mix I.D. No.: 1851
WaterAdded Onsite Before Test: 0Gallons
Water Added Onsite After Test: 5 Gallons
Field Test Data
Test Result
Slump, inches: 4.00
Air Content, %: 2.0
Concrete Temperature,o F: 81
Ambient Temperature, o F: 75
Plastic Unit Weight, pcf:
Laboratory Test Data
Set specimen Diameter Area
No. ID (inches) (sq. inches)
1 1 6.00 28.27
1 2 6.00 28.27
3
4
Sample Information
Date Cast: January 18, 2006
Technician: Ira S. Haynes
Weather Conditionsz31ear
Time:4:20pm
Placement Method: Direct Discharge
Sample Locations: Sta. 12+65.64
Placement Location: Manhole of Line H, Storm Drain
Specification
Age at
Date Test
Tested (days)
01/25/2006 7
01/25/2006 7
Average
02/15/2006 28
02/15/2006 28
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM Cl 064
ASTM C138
Maximum Compressive
Load Strength
(lbs) (psi)
126,710 4,480
127,350 4,500
4,490
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: Ira S. Haynes
Report Distribution:
(1) Transwestern Commercial Services (1) O'Brien & Asso¢
(1) City of Coppell TX (1) TechniStructures Reviewed by:
(1) City of Coppell TX /H'ussein H. Abusaad,
(~) Rogers o'erien Construction Co 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 propetties of other apparently similar or identical
materials.
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051418.0089
Service Date: January 18, 2006
Client:
Transwestem Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Ste 600 W
Dallas TX 75244
'll'erracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: January 26, 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: 7:52am Plant: On-site
Supplier: Potter Concrete
Truck No: 126 Ticket No: 10250
Mix I.D. No.: 7752
Field Test Data
Test
Result
Slump, inches: 4.75
Air Content, %: 5.1
Concrete Temperature,o F: 65
Ambient Temperature, o F: 35
Plastic Unit Weight, pcf: 145.4
Laboratory Test Data
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
1 1 6.00 28.27
Sample Information
Date Cast: January 18, 2006 Time:8:16am
Technician: Daniel J. Drogos
Weather ConditionsSunny and cool
Accumulative Yards:60
Placement Method: Direct Discharge
Sample Locations: See attached sketch
Placement Location: Pavement, Entrance way to Northpoint Drive
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) (lbs) (psi)
'01/25/2006 7 114,340 4,040
1 2 02/15/2006 28
1 3 02/15/2006 28
1 4
03/15/2006 56
Services - Obtain samples of fresh concrete at the placement locations, pedorm required field tests and cast compressive
strength samples.
Technician: Daniel J. Drogos
Report Distribution:
(1) Transw~stern Commercial Services (1) O'Brien & Assoc
(1) City of Coppell TX (1) TechniStructures Reviewed by:
(1) City of Coppell TX Hu~sein H. Abusaad, P.E.
(1) Rogers O'Brien Construction Co 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.
·
EXIS
SIGN
'1
L x I~" I-I, ~
SCREEI~ WALL
~,' 5~. TRANSF'C't~"IE R
_ _ _ _5~_EL LJ Cz~T _P _OL_~ .... P_ _A~,_ _P-~-F_. Z~_ _
- ~;H~ ~ - -4~-~. -~.I-I: ...............................
24' WIDE FIRE LANE
70' L x 12' I-L
r WALL
,A2.204 I
L X 12' H.
SCREEN WALL
24' WIDE FIRE LANE
-O]TF TFBqTFFIT FFflTFFOT