Amberpoint BP 2R-LR060313'lrerracon
WATER INJECTION OBSERVATION .901 CarpenterFrwy.,Suite#100
(214) 630-1010
Date of Service: 03/13/06 Report No.:
Client No.: 50854 Project No.:
Client: Transwestem Commercial Services Project:
5001 Spring Valley Rd Ste 600 W
Dallas, TX 75244
94051418.0264
94051418
AmberPoint Business Park
Buildings 4, 5 and 6
505 South Royal Lane
Coppell, TX
Location:
Building #6, see attached sketch
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.: 10th 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 10 feet. X
Spacing of injection was 5 feet maximum. X
Injection to refusal at each location. X
Comments:
Field Results Report To:
Technician: J. Johnson
Report Distribution:
(1) Transwestem Commercial Services
(1) City of Coppell TX
(1) City of Coppell TX
99pdr
(1) Rogers O*Brien Construction Co
(1) O'Bden & 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 wfiffen approval of Terracon.
WATER INJECTION OBSERVATION SKETCH
'lrerfacon
8901 CaPpenter Fn,vy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Date of Service:
Client No.:
Client:
O3/13/06
50854
Transwestem Commercial Services
5001 Spring Valley Rd Ste 600 W
Dallas, TX 75244
Report No.:
Project No.:
Project:
94051418.0264
94051418
AmberPoint Business Park
Buildings 4, 5 and 6
505 South Royal Lane
Coppell, TX
Not to Scale
170'
315'
Building #6
420'
N
S
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051418.0068
Service Date: January 12, 2006
' refracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client:
Transwestern Commercial Services
Attn: David Gunderson
5001 Spring Valley Rd Ste 600 W
Dallas TX 75244
Report Date:March 13, 2006
Project: AmberPoint Business Park
Buildings 4, 5 and 6
505 South Royal Lane
Coppell, TX
Project No.: 94051418
Material Information
Specified Strength: 4200 psi ~ 28 Days
Batch Time: 12:18pm Plant: 1
Supplier: Redi-Mix Concrete
Truck No: 247 Ticket No: 160702
Mix I.D. No.: 604
WaterAdded Onsite Before Test: 10Gallons
Water Added Onsite After Test: 8 Gallons
Sample Information
Date Cast: January 12, 2006 Time: 1:22pm
Technician: Daniel J. Drogos
Weather Conditions: Mostly cloudy, windy
Accumulative Yards: 5
Placement Method: Bucket
Sample Locations: Manholes
Placement Location: Manholes, approximately 500' N of SW
corner of job site
Field Test Data
Test
Specification
Result
Slump, inches: 3.50
Air Content, %: 4.2
Concrete Temperaturep F: 77
Ambient Temperature,o F: 75
Plastic Unit Weight, pcf: 152
Laboratory Test Data
Set Specimen Diameter Area Date
No. ID (inches) (sq. inches) Tested
I 1 6.00 28.27 01/19/2006
1 2 6.00 28.27 02/09/2006
1 3 6.00 28.27 02/09/2006
1 4 6.00 28.27 03/09/2006
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Test Load Strength
(days) (lbs) (psi)
7 111,080 3,930
28 168,580 5,960
28 162,450 5,740
Average (28 Days) 5,850
56 174,100 6,160
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Daniel J. Drogos
Report Distribution:
(1) Transwestern Commercial Se~ices (1) TechniStructures ,~ ~'
(1) Ciiy of Coppell TX (1) Rogers O'Brien Conslruclion Co Reviewed by:
(1) City of Coppell TX Hussein H. Abusaad, P.E.
(1) O'Brien & 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.
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 940514t8.0192
Service Date: February 10, 2006
rEff lcon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client:
Transwestern Commercial Services
Attn: David Gunderson
5001 Spring Valley Rd Ste 600 W
Dallas TX 75244
Report Date: March 13, 2006
Project: AmberPoint Business Park
Buildings 4, 5 and 6
505 South Royal Lane
Coppell, TX
Project No.: 94051418
Material Information
Specified Strength: 4200 psi ~ 28 Days
Batch Time: 1:29pm Plant: 7
Supplier: Lattimore
Truck No: 947 Ticket No: 7161155
Mix I.D. No.: 1851
Water Added Onsite Before Test: 0Gallons
Water Added Onsite After Test: 0 Gallons
Sample Information
Date Cast: February 10, 2006
Technician: Chris Eubanks
Weather Conditions: Sunny, windy
Accumulative Yards: 7/7
Placement Method: Bucket
Sample Locations: See Placement Location
Placement Location: Two Inlets, Line D between Sra. 10+81.52 to
Sra. 13+69.65
Time: 2:15pm
Batch Size (cy): 7.00
Field Test Data
Test
Result
Slump, inches: 4.25
Air Content, %: 5.1
Concrete Temperaturep F: 65
Ambient Temperature,o F: 46
Plastic Unit Weight, pcf: 145.6
Laboratory Test Data
Set specimen Diameter Area
No. ID (inches) (sq. inches)
Specification
2-4
3-6
Date
Tested
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C136
Age at Maximum Compressive
Test Load Strength
(days) (lbs) (psi)
1 1 6.00 28.27 02/17/2006 7 128,370 4,540
1 2 6.00 28.27 02/17/2006 7 135,540 4,790
Average (7 Days) 4,670
1 3 6.00 28.27 03/10/2006 28 166,010 5,870
1 4 6.00 28.27 03/10/2006 28 163,350 5,780
Average (28 Days) 5,830
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Chris Eubanks
Repod Distribution:
(1) Transwestern Commercial Services (1) TechniStructures ~
(1) City of Coppell TX (1) Rogers O'Brien Conslruclion Co Reviewed by:
(1) City of Coppell TX ~
Husse[n H. Abusaad, P.E.
(1) O'Brien & 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 shalJ 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 Iccation(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051418.0187
Service Date: February 9, 2006
']reffacon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client:
Transwestern Commercial Services
Attn: David Gunderson
5001 Spring Valley Rd Ste 600 W
Dallas TX 75244
Report Date: March 13, 2006
Project: AmberPoint Business Park
Buildings 4, 5 and 6
505 South Royal Lane
Coppell, TX
Project No,: 94051418
Material Information
Specified Strength: 4200 psi @ 28 Days
Batch Time: 3:52pm
Supplier: Lattimore
Truck No: 5022
Mix I.D. No.: 1851
Water Added Onsite Before Test:
Water Added Onsite After Test:
Field Test Data
Test
Plant: 3
Ticket No: 3238772
5Gallons
0 Gallons
Result
Slump, inches: 4.00
Air Content, %: 3.0
Concrete Temperaturep F: 63
Ambient Temperature,o F: 63
Plastic Unit Weight, pcf: 148.0
Laboratorl/ Test Data
Set specimen Diameter Area
No. ID (inches) (sq. inches)
Sample Information
Date Cast: February 9, 2006 Time: 4:45pm
Technician: Burl E. Thomas
Weather Conditions: Clear
Accumulative Yards: 5
Placement Method: Bucket
Sample Locations: Sta. 5+15.80
Placement Location: Manhole, Sanitary Sewer along N perimeter.
Specification
3-5
4-6
Date
Tested
Test Method
ASTM C143
ASTM C231
ASTM Cl 064
ASTM Cl 064
ASTM C138
Age at Maximum Compressive
Test Load Strength
(days) (lbs) (psi)
1 1 6.00 28.27 02/16/2006 7 138,400 4,890
1 2 6.00 28.27 03/09/2006 28 178,090 6,300
1 3 6.00 28.27 03/09/2006 28 168,940 5,970
Average (28 Days) 6,140
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Burl E. Thomas
Report Distribution:
(1) Transwestern Commercial Services (1) TechniStructures [L~/~j
(1) City of Coppell TX (1) Rogers O*Brien Construction Co Reviewed by:
(1) City of Coppell TX Hussein H. Abusaad, P.E.
(1) O'Brien & 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
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051418.0075
Service Date: January 14, 2006
']rEffacon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client:
Transwestem Commercial Services
Attn: David Gunderson
5001 Spring Valley Rd Ste 600 W
Dallas TX 75244
Report Date: March 13, 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: 7:13am Plant: On-site
Supplier: Potter Concrete
Truck No: 112 Ticket No: 10212
Mix I.D. No.: 7723
Field Test Data
Test
Result
Slump, inches: 5.50
Air Content, %: 4.3
Concrete Temperature,o F: 64
Ambient Temperature,o F: 35
Plastic Unit Weight, pcf: 144.8
Laboratory Test Data
Set Specimen Diameter
No.
Sample Information
Date Cast: January 14, 2006 Time: 7:22am
Technician: Daniel J. Drogos
Weather Conditions: Cold and dear
Accumulative Yards: 140
Placement Method: Direct Discharge
Sample Locations: See attached sketch for Location #1
Placement Location: Pavement, NW Parking Lot
Specification
Date
Tested
Area
ID (inches) (sq. inches)
1 1 6.00 28.27 01/21/2006 7 118,640 4,200
1 2 6.00 28.27 02/11/2006 28 152,240 5,380
1 3 6.00 28.27 02/11/2006 28 155,440 5,500
Average {28 Days) 5,440
1 4 6.00 28.27 03/11/2006 56 168,630 5,960
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Test Load Strength
(days) (lbs) (psi)
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: 94051418.0075
Service Date: January 14, 2006
'lrefracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client:
Transwestem Commercial Services
Attn: David Gunderson
5001 Spring Valley Rd Ste 600 W
Dallas TX 75244
Report Date: March 13, 2006
Project: AmberPoint Business Park
Buildings 4, 5 and 6
505 South Royal Lane
Coppell, TX
Project No.: 94051418
Ma terial Information
Specified Strength: 4000 psi ~ 28 Days
Batch Time: 9:30am Plant: On-site
Supplier: Potter Concrete
Truck No: 106 Ticket No: 10229
Mix I.D. No.: 7723
Field Test Data
Test
Result
Slump, inches: 5.25
Air Content, %: 4.7
Concrete Temperature,o F: 65
Ambient Temperature,o F: 51
Plastic Unit Weight, pcf: 145.6
Laboratorv 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
2 4 6.00 28.27
Sample Information
Date Cast: January 14, 2006 Time: 9:55am
Technician: Daniel J. Drogos
Weather Conditions: Sunny and cool
Accumulative Yards: 300
Placement Method: Direct Discharge
Sample Locations: See attached sketch for Location #2
Placement Location: Pavement, NW Parking Lot
Specification
Date
Tested
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C 1064
ASTM C138
Age at Maximum Compressive
Test Load Strength
(days) (lbs) (psi)
01/21/2006 7 112,340 3,970
02/11/2006 28 153,820 5,440
02/11/2006 28 152,530 5,390
Average (28 Days) 5,420
03/11/2006 56 160,240 5,670
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: 94051418.0075
Service Date: January 14, 2006
' rEffal:on
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client:
Transwestern Commercial Services
Attn: David Gunderson
5001 Spring Valley Rd Ste 600 W
Dallas TX 75244
Report Date: March 13, 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: 10:32 Plant: On-site
Supplier: Potter Concrete
Truck No: 119 Ticket No: 10237
Mix I.D. No.: 7723
Field Test Data
Test
Result
Slump, inches: 5.50
Air Content, %: 4.1
Concrete Temperature,~ F: 68
Ambient Temperature,o F: 61
Plastic Unit Weight, pcf: 144.0
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 6.00 28.27
3 4 6.00 28.27
Sample Information
Date Cast: January 14, 2006
Technician: Daniel J. Drogos
Weather Conditions: Sunny and clear
Accumulative Yards: 300
Placement Method: Direct Discharge
Sample Locations: See attached sketch for Location #3
Placement Location: Pavement, NW Parking Lot
Time: 11:05am
Specification
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM Cl 064
ASTM C138
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
01/21/2006 7 106,060 3,750
02/11/2006 28 149,540 5,290
02/11/2006 28 142,100 5,030
Average (28 Days) 5,160
03/11/2006 56 158,420 5,600
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) TechniStructure$ ~J
(1) City of Coppell TX (1) Rogers O'Brien Construction Co Reviewed by:
(1) Cily of Coppell TX Hussein H. Abusaed, P.E.
(1) O'Brien & 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 uae 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.
;:1
AT ]
·
EXIS
Il:z;
~: ~L_~ fl/70' L. x 12' ".
~ ~ ~ORE~ W^LL
~ u,~..---3~ TALL, ~' SQ. T~ER
~_ ~EL LISNT ~OLE _ _ ~ 2~1~ ....
~;~ ~--~ H.~ ..............................
FIXTU~5, ~? 24' WIDE FIRE LANE
70' L x 12' H.
,A2.204 I
L X t2' H.
.... "SCREEN WALL
24' WIDE FIRE LANE
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051418.0071
Service Date: January 13, 2006
'lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client:
Transwestern Commercial Services
Attn: David Gunderson
5001 Spring Valley Rd Ste 600 W
Dallas TX 75244
Report Date:March 13, 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: 10:30am Plant: 27
Supplier: Southern Star
Truck No: Ticket No: 1016243
Mix I.D. No.: 7723
WaterAdded Onsite Before Test: 0Gallons
Water Added Onsite After Test: 5 Gallons
Field Test Data
Test Result
Slump, inches: 4.50
,&ir Content, %: 5.4
Concrete Temperature,o F: 61
Ambient Temperature,o F: 59
Plastic Unit Weight, pcf: 144.0
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
1 4 6.00 28.27
Sample Information
Date Cast: January 13, 2006
Technician: Kudret Aksu
Weather Conditions: Clear
Accumulative Yards: 10/60
Placement Method: Direct Discharge
Sample Locations: See attached sketch
Placement Location: Pavement
Time: 11:35am
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 Strength
(days) (lbs) (psi)
01/20/2006 7 116,290 4,110
02/10/2006 28 131,830 4,660
02/10/2006 28 151,530 5,360
Average (28 Days) 5,010
03/10/2006 56 158,960 5,620
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Kudret Aksu
Repod Distribution:
(1) Transwestem Commercial Services (1) TechniStructures
(1) City of Coppell TX (1) Rogers O'Brien Construction Co Reviewed by:
(1) city of Coppell TX Hussein H. Abusaad, P.E.
(1) O'Brien & 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.
SIGN
'1
~L__~ ~?0 Lxl2 H.
~, ~ I~c"EE" wA'L
~ u,~30 TALL, ~,' 5~, T~N~O~ER
F[~U~, TYP. 24' WIDE FIRE LANE
70' L. x 1E H.
L. x 12' H.
.... $ORF~N WALL
24' WIDE FIRE LANE
I]]TF'FI~I-FI-I~']TFFIfl~FI-I-ITFEI'TT'