Amberpoint BP 2R-LR060215WATER INJECTION OBSERVATION
'lrerracon
Consulting EngJneers & Scientists
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Date of Service:
Client No,:
Client:
Location:
02/I 5/06
50854
Transwestem Commercial Services
5001 Spring Valley Rd Ste 600 W
Dallas, TX 75244
Report No.:
Project No.:
Project:
94051418.0206
94051418
AmberPoint Business Park
Buildings 4, 5 and 6
505 South Royal Lane
Coppell, TX
Building#6 General Contractor: Rogers-O'Brien
Injector: 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.: 0 No. of Probes: 0 Probe Length: 0
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 10 feet. X
Spacing of injection was 5 feet maximum. X
Injection to refusal at each location. X
Comments: Injector Jowel did not show up for injection. Contractor Rogers O'Brien asked me to stay until 2:30
or 3:00 o'clock if they did not show for me to leave.
Field Results Report To:
Technician: T. Smith
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.
Sezfior Project Manager
This repod is exclusively for the use of the client indicated above and shall not be reproduced in full without wrilten approval of Terracon~
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051418.0174
Service Date: February 7, 2006
Client:
Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Ste 600 W
Dallas TX 75244
'lrerfacon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: February 15, 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: 5:49am Plant: On-site
Supplier: Potter Concrete
Truck No: 106 Ticket No: 102592
Mix I.D. No.: 7752
Water Added Onsite Before Test: 10 Gallons
Water Added Onsite After Test: 0 Gallons
Field Test Data
Test Result
Slump, inches: 5.00
Air Content, %: 4.9
Concrete Temperature,o F: 73
Ambient Temperature, o F: 42
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
1 3
1 4
Sample Information
Date Cast: February 7, 2006
Technician: Ira S. Haynes
Weather Conditions~lear
Accumulative Yards: 110/330
Placement Method: Direct Discharge
Sample Locations: See attached sketch
Placement Location: Pavement, Parking Lot
Time:6:15am
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)
02/14/2006 7 125,900 4,450
02/14/2006 7 127,580 4,510
Average 4,480
03/07/2006 28
03/07/2006 28
Comments: Not tested for plastic unit weight.
Services - Obtain samples of fresh concrete at the p[acement 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 1 of 3 0~ ~0, ~o K~
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051418.0174
Service Date: February 7, 2006
refracon
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 15, 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: 6:42am Plant: On-site
Supplier: Potter Concrete
Truck No: 122 Ticket No: 102603
Mix I.D. No.: 7752
WaterAdded Onsite Before Test: 0Gallons
Water Added Onsite After Test: 0 Gallons
Field Test Data
Test Result
Slump, inches: 5.25
Air Content, %: 5.1
Concrete Temperature,o F: 73
Ambient Temperature, o F: 43
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 7, 2006
Technician: Ira S. Haynes
Weather ConditionsZ~lear
Accumulative Yards:220/330
Placement Method: Direct Discharge
Sample Locations: See attached sketch
Placement Location: Pavement, Parking Lot
Time:7:15am
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)
02/14/2006 7 110,270 3,900
02/14/2006 7 112,870 3,990
Average 3,950
03/07/2006 28
03/07/2008 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 oar 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
rnaterials.
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051418.0085
Service Date: January 17, 2006
'lrerracon
8901 Carpenter Fr~, 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 15, 2006
Project: AmberPoint Business Park
Buildings 4, 5 and 6
505 South Royal Lane
Coppell, TX
Project No.: 94051418
Ma terial In formation
Specified Strength: 4200 psi @ 28 Days
Batch Time: 3:36pm Plant: 7
Supplier: Latfimore Materials Co.
Truck No: 1098 Ticket No: 7160296
Mix I.D. No.: 1851
Water Added Onsite Before Test: 0Gallons
Water Added Onsite After Test: 0 Gallons
Field Test Data
Test
Sample Information
Date Cast: January I7, 2006 Time:3:46pm
Technician: Burl E. Thomas
Weather ConditionsZ;lear
Accumulative Yards: 10
Placement Method: Direct Discharge
Sample Locations: A/2, A/3, A/4
Placement Location: Inlets at A/2 at Sra. 0+29.76, A/3 at Sta.
30+45, A/4 at Sta. 0+31.25
Specification
Test Method
Result
Slump, inches: 4.00
Air Content, %: 3.0
Concrete Temperature,o F: 65
Ambient Temperature, o F: 55
Plastic Unit Weight, pcf: 148.0
Laboratory Test Data Age at Maximum Compressive
Set Specimen Diameter Area Date Test Load String, th
No. ID (inches) (sq. inches) Tested (days) (lbs)
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
1 1 6.00 28.27 01/24/2006 7 133,170 4,710
1 2 6.00 28.27 02/14/2006 28 170,670 6,040
1 3 6.00 28.27 02/14/2006 28 170,020 6,010
Average 6,030
Comments:
NOTE: COG Class A(?)
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Burl E. Thomas
Repod Distribution:
Transwestern Commercial Services (1) O'Brien & Assoc ~
(1)(1) City of Coppell TX (1) Techn~Structures Reviewed by: ...~.,, ~'
(1) City of Coppell TX ~. Abusaad, P,E.
(1) eogers O'Srien 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: 94051418.0174
Service Date: February 7, 2006
'll'erracon
8901 Carpenter Frwy, Sfe #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 15, 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: 7:32am Plant: On-site
Supplier: Potter Concrete
Truck No: 106 Ticket No: 102611
Mix I.D. No.: 7752
Water Added Onsite Before Test: 5Gallons
Water Added Onsite After Test: 0 Gallons
Field Test Data
Test Result
Slump, inches: 5.00
Air Content, %: 5.2
Concrete Temperature,o F: 71
Ambient Temperature, o F: 43
Plastic Unit Weight, pcf:
Laboratory Test Data
Sample Information
Date Cast: February 7, 2006
Technician: Ira S. Haynes
Weather Conditions:Clear
Accumulative Yards:300/330
Placement Method: Direct Discharge
Sample Locations: See attached sketch
Placement Location: Parking Lot
Time: 8:04am
Specification Test Method
3-5 ASTM C143
3-6 ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
3 1 6.00 28.27 02/14/2006 7 108,870 3,850
3 2 6.00 28.27 02/14/2006 7 104,200 3,680
Average 3,770
3 3 03/07/2006 28
3 4 03/07/2006 28
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
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.
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~. 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
Page 3 of 3
CONCRETE COMPRESSIVE STRENGTH TEST SKETCH
" fflilcon
Date of Service: 02/07/06 Report No.:
Client No.: 50854 Project No.:
Client: Transwestem Commercial Services Project:
5001 Spring Valley Rd Ste 600 W
Dallas, TX 75244
94051418.0174
94051418
AmberPoint Business Park
Buildings 4, 5 and 6
505 South Royal Lane
Coppell, TX
Sample #2 ]
pie #3 ]
Not to Scale
South Side, West of Fire Lane