Amberpoint BP 2R-LR060227CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051418.0200
Service Date: February 14, 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 D~te~ ~:~hrll~rv 77 ?mr~
Project: ~ AmberPoint Business Park
' ~u~lclings4, 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
WaterAdded 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, C1, D, Line D,
Vault Top; NE corner
Field Test Data
Test
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
Specification
3-5
3-6
Date
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Test Load Strength
No. ID (inches) (sq. inches)
1 1 6.00 28.27
1 2 6.00 28.27
1 3
Services -
Tested (day~. (lbs) ~_~ _
02/21/2006 [7'~4,160
02/21/2006 ~ 91,130
Average (7 Days) 3,280
03/14/2006 28
4 03/1~,~ 28
Obtain samples of fresh concrete at the ~Jorm required field tests and cast compressive
strength samples.
Technician: Barry Cuble
Report Distribution:
(1) Transwestern Commercial Services
(1) City of Coppell TX
(1) City of Coppell TX
(1) Rogers O'Brien Construction Co
(1) O'Brien & Assoc
(1) TechniStructures
Reviewed by:
Hus~d, P.E.
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,
Senior Project Manager
_FIELD DENSITY TESTING
Report Number: 94051418.0181
Service Date: February 8, 2006
'll'erracon
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:
Project:
Project No.:
February 27, 2006
AmberPoint Business Park
Buildings 4, 5 and 6
505 South Royal Lane
Coppe[I, TX
94051418
Material Information
Material Laboratory
No. Test Method
Description and Classification
Lab Test Data
Optimum Max. Lab
Water Dry Unit
Content Weight
(%) (pcf)
Proiect Requirements
Water Minimum Dry
Content Unit Weight
(%) (% compaction)
I 514180003 ASTM D 698 Reddish brown sandy clay
2 514180001 ASTM D 698 Brown clay w/sand
3 514180001 ASTM D 698 Brown clay w/sand
Field Test Data Probe
Test Lift/ Mat. Depth
No. Test Location Elev. No. (inches)
3" Water Line
543 50' N & 400' E of NW corner of Bulding #4 Final 1 6
3' Water Line
544 50' N & 200' E of NW corner of Building #4 Final 1 6
Water Line
545 50' N & 50' E of NW corner of Building #4 Final 2 6
Waste Water
546 30' S & 300' W of NE corner of Building ~ 2' BFG 3 6
547 30' S & 300' W of NE corner of Building ~4 Final 2 6
548 30' S & 100' W of NE corner of Building #4 2'BFG 3 6
549 30' S & 100' W of NE corner of Building #4 Final 2 6
550 30' N & 300' W of SE corner of Building #-4 2' BFG 3 6
551 30' N & 300' W of SE corner of Building #4 Final 2 6
552 30' N & 60' W of SE corner of Building #4 2' BFG 3 6
553 30' N & 60' W of SE corner of Building ~4 Final 2 6
Electrical Line
14.8
19.0
19.0
112.3 -2/+2 95
101.2 -2/+2 95
101.2 >/= +3 93
Water Dry Unit Dry Unit
Content Weight Weight
(%) (pof) (% compaction)
14.1 112.0 100
14.9 111.5 99
18.7 100.6 99
23.6 95.2 94
19.1 99.5 98
23.4 94.8 94
19.8 99.1 98
23.7 95.3 94
20.6 99.9 99
23.2 95.1 94
20.4 99.5 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.
FIELD DENSITY TESTING lrerracon
Client:Transwestern Commercial Services
Project Number:94051418
Report Number: 94051418.0181
Field Test Data Probe
Test Lift/ Mat. Depth
No. Test Location Elev. No. (inches)
554 80' N & 80' W of NE corner of Building ~ 2' BFG 1 6
555 80' N & 80' W of NE corner of Building ¢f-4 Final 1 6
556 80' N & 200' W of NE corner of Building ~- 2' BFG 1 6
557 80' N & 200' W of NE corner of Building #4 Final 1 6
Water Dry Unit Dry Unit
Content Weight Weight
(%) (pc0 (% compaction)
14.0 110.6 98
14.7 110.4 98
15.1 111.8 100
15.3 111.2 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 D2922, ASTM D3017
Technician: Armando Rendon
Field Results Repoded 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 .
Husseln H usaa , 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 propedies of other apparently similar or identical
materials.
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051418.0204
Service Date: February 15, 2006
'lrerracon
8901 Carpenter Fn,vy, 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: February 27, 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: 10:29am Plant: On-site
Supplier: Potter Concrete
Truck No: 118 Ticket No: 103008
Mix I.D. No.: 7752
Field Test Data
Test
Result
Slump, inches: 5.50
Air Content, %: 5.0
Concrete Temperature,o F: 70
Ambient Temperature,o F: 65
Plastic Unit Weight, pcf:
Laboratory Test Data
Set Specimen Diameter
No.
Area
ID (inches) (sq. inches)
1 6.00 28.27
2 6.00 28.27
1 3
1 4
Sample Information
Date Cast: February 15, 2006 Time: 10:35am
Technician: Al Rodriguez
Weather Conditions: Mild
Accumulative Yards: 40
Placement Method: Direct Discharge
Sample Locations: 100' S of Building along Building Line 2.9
Placement Location: Pavement, S of Building #4
Specification Test Method
3-5 ASTM C143
3-6 ASTM C231
ASTM C1064
ASTM C1064
ASTM Cl 38
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
02/22/2006 7 113,860 4,030
02/22/2006 7 112,000 3,960
Average (7 Days) 4,000
03/15/2006 28
03/15/2006 28
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 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: 94051418.0204
Service Date: February 15, 2006
1 rEfral:l:ln
8901 Carpenter F~/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: February 27, 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: 11:56am Plant: On-site
Supplier: Potter Concrete
Truck No: 108 Ticket No: 103023
Mix I.D. No.: 7752
Field Test Data
Test
Result
Slump, inches: 4.50
Air Content, %: 5.5
Concrete Temperaturep F: 72
Ambient Temperature,o F: 68
Plastic Unit Weight, pcf:
Laboratory Test Data
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
2 1 6.00 28.27
2 2 6.00 28.27
2 3
2 4
Sample Information
Date Cast: February 15, 2006 Time: 12:10pm
Technician: Al Rodriguez
Weather Conditions: Mild
Accumulative Yards: 180
Placement Method: Direct Discharge
Sample Locations: 50' S of Building along Building Line 4.0
Placement Location: Pavement, S of Building
Specification
3-5
3-6
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at
Date Test Load Strength
Tested (days) (lbs) (psi)
02/22/2006 7 114,650 4,050
02/22/2006 7 139,980 4,950
Average (7 Days) 4,500
03/15/2006 28
03/15/2006 28
Maximum Compressive
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 performed in general accordance with applicable ASTM, AAS HTO, 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: 94051418.0204
Service Date: February 15, 2006
Client:
mranswestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Ste 600 W
Dallas TX 75244
'lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: February 27, 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: 12:18pm Plant: On-site
Supplier: Potter Concrete
Truck No: 118 Ticket No: 103028
Mix I.D. No.: 7752
Field Test Data
Test
Result
Slump, inches: 4.00
Air Content, %: 5.0
Concrete Temperature,o F: 76
Ambient Temperature,o F: 69
Plastic Unit Weight, pcf:
Laboratory Test Data
Set specimen Diameter Area
No. ID (inches) (sq. inches)
3 1 6.00 28.27
3 2 6.00 28.27
3 3
3 4
Sample Information
Date Cast: February 15, 2006
Technician: Al Rodriguez
Weather Conditions: Warm
Time: 1:00pm
Placement Method: Direct Discharge
Sample Locations: 40' S of Building along Building Line 6.0
Placement Location: Pavement, S of Building//4
Specification
Test Method
3-5 ASTM C143
3-6 ASTM C231
ASTM C1064
ASTM C1064
ASTM Cl 38
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
02/22/2006 7 94,470 3,340
02/22/2006 7 113,530 4,010
Average (7 Days) 3,680
03/15/2006 28
03/15/2006 28
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 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
Page 3 of 6
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051418.0204
Service Date: February 15, 2006
'lrl ffacon
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: February 27, 2006
Project: AmberPoint Business Park
Buildings 4, 5 and 6
505 South Royal Lane
Coppell, TX
Project No.; g4051418
Material Information
Specified Strength: 3600 psi @ 28 Days
Batch Time: 1:56pm Plant: On-site
Supplier: Potter Concrete
Truck No: 118 Ticket No: 103044
Mix I.D. No.: 7752
Field Test Data
Test
Result
Slump, inches: 5.50
Air Content, %: 5.0
Concrete Temperaturep F: 76
Ambient Temperature,o F: 70
Plastic Unit Weight, pcf:
Laboratory Test Data
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
4 1 6.00 28.27
4 2 6.00 28.27
4 3
4 4
Sample Information
Date Cast: February 15, 2006 Time: 2:10pm
Technician: Al Roddguez
Weather Conditions:
Accumulative Yards: 390
Placement Method: Direct Discharge
Sample Locations: 108' S of Building along Building Line 8.0
Placement Location: Pavement, S of Building #4
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) (ps0
02/22/2006 7 92,790 3,280
02/22/2006 7 98,030 3,470
Average (7 Days) 3,380
03/15/2006 28
03/15/2006 28
Comments: Not tested for plastic unit weight.
Services - Obtain samples of fresh concrete at the placement locations, pedorm required field tests and cast compressive
strength samples.
The tests were per[ormed 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: 94051418~0204
Service Date: February 15, 2006
'lrefracon
5901 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: February 27, 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: 2:22pm Plant: On-site
Supplier: Potter Concrete
Truck No: 127 Ticket No: 103049
Mix I.D. No.: 7752
Field Test Data
Test
Result
Slump, inches: 4.00
Air Content, %: 5.0
Concrete Temperature,o F: 78
Ambient Temperature,o F: 73
Plastic Unit Weight, pcf:
Laboratory Test Data
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
5 1 6.00 28.27
5 2 6.00 28.27
5 3
5 4
Sample Information
Date Cast: February 15, 2006 Time: 2:55pm
Technician: Al Rodriguez
Weather Conditions:
Accumulative Yards: 440
Placement Method: Direct Discharge
Sample Locations: 95' S of Building along Building Line 10.0
Placement Location: Pavement, S of Building #4
Specification
Test Method
3-5 ASTM C143
3-6 ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
02/22/2006 7 116,200 4,110
02/22/2006 7 118,860 4,200
Average (7 Days) 4,160
03/15/2006 28
03/15/2006 28
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 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: 94051418.0204
Service Date: February 15, 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: February 27, 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: 3:18pm Plant: On-site
Supplier: Potter Concrete
Truck No: 118 Ticket No: 103058
Mix I.D. No.: 7752
Field Test Data
Test
Result
Slump, inches: 5.50
Air Content, %: 5.0
Concrete Temperature,o F: 80
Ambient Temperature,o F: 74
Plastic Unit Weight, pcf:
Laboratori/ Test Data
Sample Information
Date Cast: February 15, 2006 Time: 4:15pm
Technician: Al Rodriguez
Weather Conditions: Warm
Accumulative Yards: 530
Placement Method: Direct Discharge
Sample Locations: 85' S of Building along Building Line 12.5
Placement Location: Pavement, S of Building #4
6 3
6 4
Specification
Test Method
3-5 ASTM O143
3-6 ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Set Specimen Diameter Area Date Test Load Stren~.th
No. ID (inches) (sq. inches) Tested (days) (lbs) (psi)
6 1 6.00 28.27 02/22/2006 7 93,190 3,300
6 2 6.00 28.27 02/22/2006 7 90,930 3,220
Average (7 Days) 3,260
03/15/2006 28
03/15/2006 28
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: Al Rodriguez
Report Distribution:
Transwestem Commercial Services (1) O'Brien & Assoc t'~'"~ J
(1)
(1) Cily of Coppell TX (1) TechniStructures Reviewed by: .
(1) City of coppelJ TX Hussein 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: 94051418.0128
Service Date: January 27, 2006
Client:
Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Ste 600 W
Dallas TX 75244
'lrerracon
8901 Carpenter Frwy, Ste #100
Dalias, Texas 75247
(214) 630-1010
Report Date: February 27, 2006
Project: AmberPoint Business Park
Buildings 4, 5 and 6
505 South Royal Lane
Coppell, TX
Project No.: 94051418
Material Information
Specified Strength: 4600 psi ~ 28 Days
Batch Time: 4:06am Plant: 2
Supplier: Potter Concrete
Truck No: 101 Ticket No: 102439
Mix I.D. No.: 7723
Sample Information
Date Cast:
Technician:
Weather Conditions:
Accumulative Yards:
Placement Method:
Sample Locations:
Placement Location:
January 27, 2006
Daniel J. Drogos
Clear, calm
130/300
Direct Discharge
See Placement Location
Time: 4:25am
Pavement (approximately 300' x 60') Slab;
approximately 450' E of NorthPoint Parking
Lot Entrance in SW corner of Job Site
Field Test Data
Test
Result
Slump, inches: 5.25
Air Content, %: 3.4
Concrete Temperaturep F: 65
Ambient Temperature,o F: 53
Plastic Unit Weight, pcf: 143.6
Laboratory Test Data
Set specimen Diameter Area
No. ID (inches) (sq. inches)
1 1 6.00 28.27
1 2 6.00 28.27
1 3 6.00 28.27
Services -
Specification
Test Method
3-5 ASTM C143
3-5 ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs)
02/03/2006 7 105,680 3,740
02/24/2006 28 136,560 4,830
02/24/2006 28 153,730 5,440
5,140
Average (28 Days)
4 03/24/2006 56
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
Page 1 of 3
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051418.0128
Service Date: January 27, 2006
Client:
Transwestern 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: February 27, 2006
Project: AmberPoint Business Park
Buildings 4, 5 and 6
505 South Royal Lane
Coppell, TX
Project No.: 94051418
Material Information
Specified Strength: 4600 psi @ 28 Days
Batch Time: 4:48am Plant: 2
Supplier: Potter Concrete
Truck No: 107 Ticket No: 102446
Mix I.D. No.: 7723
Sample Information
Date Cast: January 27, 2006 Time: 5:06am
Technician: Daniel J. Drogos
Weather Conditions: Cloudy, cool
Accumulative Yards: 200/300
Placement Method: Direct Discharge
Sample Locations: 210' E & 55' N of SW corner of Slab
Placement Location: Pavement (approximately 300' x 60') Slab;
approximately 450' E of NorthPoint Parking
Lot Entrance in SW corner of Job Site
Field Test Data
Test
Result
Slump, inches: 5.50
Air Content, %: 4.2
Concrete Temperaturep F: 60
Ambient Temperature,o F: 46
Plastic Unit Weight, pcf: 143.4
Laboratory Test Data
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
2 1 6.00 28.27
2 2 6.00 28.27
2 3 6.00 28.27
Services -
Specification
Test Method
3-5 ASTM C143
3-5 ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
02/03/2006 7 104,130 3,680
02/24/2006 28 144,690 5,120
02/24/2006 28 139,900 4,950
5,040
Average (28 Days)
4 03/24/2006 56
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.
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051418.0128
Service Date: January 27, 2006
'lrerracan
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: February 27, 2006
Project: AmberPoint Business Park
Buildings 4, 5 and 6
505 South Royal Lane
Coppell, TX
Project No.: 94051418
Material Information
Specified Strength: 4600 psi @ 28 Days
Batch Time: 6:23am Plant: 2
Supplier: Potter Concrete
Truck No: 107 Ticket No: 102454
Mix I.D. No.: 7723
Field Test Data
Test
Result
Slump, inches: 5.00
Air Content, %: 3.8
Concrete Temperaturep F: 60
Ambient Temperature,o F: 39
Plastic Unit Weight, pcf: 143.8
Laboratory Test Data
set Specimen Diameter Area
No. ID (inches) (scI. inches)
3 1 6.00 28.27
3 2 6.00 28.27
3 3 6.00 28.27
3 4
Sample Information
Date Cast: January 27, 2006 Time: 6:37am
Technician: Daniel J. Dmgos
Weather Conditions: Cloudy, cool
Accumulative Yards: 273/300
Placement Method: Direct Discharge
Sample Locations: 284' E & 45' N of SW corner of Slab
Placement Location: Pavement (approximately 300' x 60') Slab;
approximately 450' E of NorthPoint Parking
Lot Entrance in SW comer of Job Site
Specification
3-5
3-5
Date
Tested
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Test Load Stren~.th
(days) (lbs) (ps~)
02/03/2006 7 110,240 3,900
02/24/2006 28 156,620 5,540
02/24/2006 28 151,110 5,340
Average (28 Days) 8,440
03/24/2006 56
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) Transwestern Commercial Services (1) O'erien & Assoc H~~usa
(1) City of Coppell TX (1) TechniStructures Reviewed by:
(1) City of Coppell TX . ad, 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: 94051418.0136
Service Date: January 27, 2006
Client:
Transwestern 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: February 27, 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: 2:20 pm Plant: 3
Supplier: Lattimore Materials Co
Truck No: 5022 Ticket No: 3208140
Mix I.D. No.: 1261
Water Added Onsite Before Test: 5Gallons
Water Added Onsite After Test: 0 Gallons
Sample Information
Date Cast:
Technician:
Weather Conditions:
Accumulative Yards:
Placement Method:
Sample Locations:
Placement Location:
January 27, 2006
Kudret Aksu
Cloudy
8/8
Direct Discharge
Sta. 3+20.30
Time: 3:30 pm
Inlet Tops: Three (3) at Sta. 0+31.25;
Two (2) at Sta. 0+30.45;
Three (3) at Sta. 3+20.30
Field Test Data
Test
Result
Slump, inches: 3.00
Air Content, %: 4.5
Concrete Temperature,o F: 60
Ambient Temperature,o F: 58
Plastic Unit Weight, pcf: 144.2
Laboratory Test Data
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
1 1 6.00 28.27
1 2 6.00 28.27
1 3 6.00 28.27
Services -
Specification Test Method
3-5 ASTM C143
3-6 ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
02/03/2006 7 105,050 3,710
02124/2006 28 132,420 4,680
02/24/2006 28 146,840 5,190
4,940
Average (28 Days)
4 03/24/2006 56
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Kudret Aksu
Report Distribution:
(1) Transwestem Commercial Services (1) O'Brien & Assoc
(1) City of Coppell TX (1) TechniStructures Reviewed by:
(1) City of Coppell TX H usaad, P.E.
(1) Rogers O'Brien Conslru¢fion 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
Page 1 of I
WATER INJECTION OBSERVATION
'l rracon
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Date of Service:
Client No.:
Client:
Location:
02/27/06
50854
Transwestern 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:
94051418.0235
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.: 2nd No. of Probes: 4 Probe Length: 10 feet
OBSERVATION
SPECIFICATION Yes No N/A
Surfactant added to each load. X
Injection pressure 50 to 200 psi at manifold. X
Injection downward in 18 inch intervals. X
Total depth of injection was 7 feet. X
Spacing of injection was 5 feet maximum. X
Injection to refusal at each location. X
Comments:
Field Results Report To:
Technician:
Report Distribution:
(1) Transwestern Commercial Services
(1) City of Coppell TX
(1) City of Coppell TX
99acs
(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
WATER INJECTION OBSERVATION SKETCH
'lFerracon
8901 Carpenter Frwy, Suite #100
Dallas, Texas 75247
(214) 630-1010
Date of Service:
Client No.:
Client:
02/27/06
50854
Transwestem Commercial Services
5001 Spring Valley Rd Ste 600 W
Dallas, TX 75244
Report No.:
Project No.:
Project:
94051418.0235
94051418
AmberPoint Business Park
Buildings 4, 5 and 6
505 South Royal Lane
Coppell, TX
Not to Scale
Building #5
400'
30'>~
T
> 170'
720'
N