Amberpoint BP 2R-LR060511REPORT OF REINFORCING STEEL OBSERVATION l~+~rr~Can
Consulting Engineers & Scientists
8902 Carpenter Fray Suite p100
Dallas, Texaz 75247
(2141630-1010
Date of Service OS/11/06
Client No S08S4 y~.~~-n--'"'
Client Transwestern Co~merclal Services
5001 Apr-tng Valley Rd Ste 600 W
Dallas, TX 75244
~~.,
Services Observe placement of reinforcing for compliance with furnlshe
PROJECT DATA
Drawings Utilized CI O1 and A2 1, dated 02/03/06 and 04/1S/OS
Report No 94051418 0392
Project No
Project
94051418
AmberPomt Business Park
Buildings 4, 5 and 6
SOS South Royal Lane
Cc
Locations/Items Observed NW Entrance, Fire Lane and Pavement on the NW corner of Job Site
off of Northpomt Dnve
Test Method
Visual Observation
~~~
REPORT OF OBSERVATION
OD~
ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT ITEMS OBS CORRECT INCORRECT
Placing Dravnngs Approved X Bar Lenglh and Shape X Column Tie Spacing & Type
Bar Size X Proper Bar Placement X Stirrup Spacing & Type
Bar Grade X Properly Tied X Welded Splices
Rebar Clean X Dowel Bars in Place X Mechanical Splices
Trash & Debris Removed X Proper Bar Supports X Lapped Splices X
Number of Bars X Proper Cover/Clearance ~'
DiscrepancieslComments Any discrepancies found were corrected at the time of this observation unless otherwise
noted
~l~
Field Results Report To
Technician E Jernlgari
Report Distribution
(1) Transwestern Commercial Services (1) Rogers O'Brien Construction Co
(1) City of Coppell TX (1} O'Brien & Assoc ___],~~ ~
(1} City of Coppe(I TX (1) TechniStructures ~~!~j/~~(~`/
Hussein H. Abusaad, P.E
Senior Project Manager
309acs This report is exclusively for the use of the cBenl indicated above and shaft not be reproduced without written approval of Terracon.
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number 94051418 0354
11~rracon
8901 Carpenter Frwy, Ste #100
Service Date April 12, 2006 Dallas, Texas 75247
(214) 630-1010
Client: Report Date: May 11, 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 @ 28 Days
Batch Time 5 52am Plant. 2
Supplier Potter Concrete
Truck No 107 Ticket No 101241
Mix I D No 7752
Water Added Onsite Before Test. 0 Gallons
Water Added Onsite After Test. 0 Gallons
Field Test Data
Test Result
Slump, inches 4 50
Air Content, % 5 1
Concrete Temperature, of 68
Ambient Temperature,~F 65
Plastic Unit Weight, pcf~ 140 7
Laboratory Test Data
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
1 1 6 00 28.27
Sample Information
Date Cast: April 12, 2006 Time 6 10am
Sampled by• Sammy D Roberts
Weather Conditions. Partly cloudy
Accumulative Yards: 30
Placement Method Direct Discharge
Sample Locations. 30' N & 520' W
Placement Location Pavement, Building #4 from NE back corner
between Building #4 and Building #5
Specification
3-5
3-6
Test Method
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-1064
ASTM C138
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (tbs) (psi)
04/19/2006 7 123,630 4,370
1 2 6 00 28.27 04/19/2006 7 124,990 4,420
Average (7 Days) 4,400
1 3 6 00 28.27 05/10/2006 28 153,570 5,430
1 4 6 00 28.27 05/10/2006 28 161,400 5,710
Average (28 Days) 5,570
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 1 Of 5 oi-aowam-F~n~.a KaY
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051418 0354
l~err~con
Service Date April 12, 2006 8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214)630-t010
Client: Report Date May 11, 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 @ 28 Days
Batch Time 7 34am Plant: 2
Supplier Potter Concrete
Truck No 109 Ticket No 101256
Mix I D No 7752
Water Added Onsite Before Test. OGallons
Water Added Onsite After Test: 0 Gallons
Field Test Data
Test Result
Slump, inches 5 00
Air Content, % 4 8
Concrete Temperature, ~F 7p
Ambient Temperature,~F 65
Plastic Unit Weight, pcf• 141 9
Laboratory Test Data
Set Specimen Diameter Area
No ID (inches) (sq inches)
2 1 6 00 28.27
2 2
2 3
2 4
6 00 28.27
6 00 28.27
6 00 28.27
Samale Information
Date Cast. April 12, 2006 Time 7 45am
Sampled by• Sammy D Roberts
Weather Conditions: Clear
Accumulative Yards. 180/
Placement Method Direct Discharge
Sample Locations 100' N & 500' W
Placement Location Pavement, Building #4 from NE back corner
between Building #4 and Building #5
Specification
3-5
3-6
Test Method
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-1064
ASTM C138
Age at Maximum Compressive
Date Test Load Strength
Tested (days) ((bs) (psi)
04/19/2006 7 96,280 3,400
04/19/2006 7 98,200 3,470
Average (7 Days) 3,440
05/10/2006 28 128,860 4,560
05/10/2006 28 130,470 4,610
Average (28 Days) 4,590
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 2 of 5 o+-aowROaFUw,xay
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051418 0354
Service Date: Aril 12, 2006 8901 Carpenter Frwy, Ste #100
P Dallas, Texas 75247
(214) 630-1010
Client: Report Date: May 11, 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 @ 28 Days
Batch Time 9 15am Plant 2
Supplier Potter Concrete
Truck No 106 Ticket No 101271
Mix I D No 7752
Water Added Onsite Before Test. 0 Gallons
Water Added Onsite After Test. 0 Gallons
Sample Information
Date Cast. April 12, 2006 Time 9.30am
Sampled by' Sammy D Roberts
Weather Conditions: Clear
Accumulative Yards. 350/
Placement Method Direct Discharge
Sample Locations• 60' N & 400' W
Placement Location Pavement, Building #4 from NE back corner
between Building #4 and Building #5
l~~rracon
Field Test Data
Test Result
Slump, inches 4 50
Air Content, % 5 3
Concrete Temperature, of 71
Ambient Temperature,~F 67
Plastic Unit Weight, pcf• 142.3
Specification
3-5
3-6
Test Method
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-1064
ASTM C138
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
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (Ibs) (psi)
04/19/2006 7 91,790 3,250
04/19/2006 7 94,180 3,330
Average (7 Days) 3,290
05/10/2006 28 118,430 4,190
05/10/2006 28 119,710 4,230
Average (28 Days) 4,210
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 5 01-PDR1R01-FUlure Key
CONCRETE COMPRESSIVE STRENGTH TEST
Re ort Number 94051418 0354
l~~rr~con
p
Service Date: April 12, 2006 8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Report Date• May 11, 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 @ 28 Days Date Cast. April 12, 2006 Time 11 OOam
Sampled by' Sammy D Roberts
Batch Time 10 37am Plant: 2 Weather Conditions Clear
Supplier Potter Concrete Accumulative Yards 440/
Truck No 107 Ticket No 101282 Placement Method Direct Discharge
Mix I D No 7752 Sample Locations 100' N & 280' W
Water Added Onsite Before Test. OGallons Placement Location Pavement, Building #4 from NE back corner
Water Added Onsite After Test. 0 Gallons between Building #4 and Building #5
Field Test Data
Test Result Specification Test Method
Slump, inches 5 00 3-5 ASTM C-143
Air Content, % 5 3 3-6 ASTM C-231
Concrete Temperature, ~F 73 ASTM C-1064
Ambient Temperature,~F 68 ASTM C-1064
Plastic Unit Weight, pcf~ 141 8 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) (psi)
4 1 6 00 28 27 04/19/2006 7 81,510 2,880
4 2 6 DO 28 27 04/19/2006 7 85,790 3,030
Average (7 Days) 2,960
4 3 6 00 28.27 05/10/2006 28 110,040 3,890
4 4 6 00 28.27 05/10/2006 28 116,130 4,110
Average (28 Days) 4,000
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 4 of 5 °'-'°"'R°'_F~`e "aY
CONCRETE COMPRESSIVE STRENGTH TEST
R rt Number 94051418 0354
Sample Information
Date Cast. April 12, 2006 Time 1.25pm
Sampled by' Sammy D Roberts
Weather Conditions.
Accumulative Yards. 620/
Placement Method Direct Discharge
Sample Locations 75' N & 200' W
Placement Location Pavement, Building #4 from NE back corner
between Building #4 and Building #5
epo
Service Date Aril 12, 2006 8901 Carpenter Frwy, Ste #100
p Dallas, Texas 75247
(214) 630-1010
Client: Report Date: May 11, 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 @ 28 Days
Batch Time 1 04pm Plant: 2
Supplier Potter Concrete
Truck No 101 Ticket No 101300
Mix I D No 7752
Water Added Onsite Before Test. 0 Gallons
Water Added Onsite After Test. 0 Gallons
Field Test Data
Test
Slump, inches
Air Content,
Concrete Temperature, °F
Ambient Temperature,°F
Plastic Unit Weight, pcf~
Result
4 50
50
76
70
141 7
Laboratory Tesf Data
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
5 1 6 00 28.27
5 2 6 00 28.27
5 3 6 00 28.27
Specification
3-5
3-6
l~err~con
Test Method
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-1064
ASTM C138
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (Ibs) (psi)
04/19/2006 7 85,640 3,030
04/19/2006 7 72,410 2,560
Average (7 Days) 2,800
05/10/2006 28 107,460 3,800
5 4 6 00 28.27 OS/10/2006 28 109,020 3,860
Average (28 Days) 3,830
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples
Terracon Rep Sammy D Roberts
Report Distribution
(1) Transwestern 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 pertormed in general accordance with applicable ASTM, AA5HT0, 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 5 of 5 °'-`°R"'°,-F~,a"eY