Coppell Trade-LR050607REPORT OF REINFORCING STEEL OBSERVATION
'lg rracan
8901 Cerpenter Fnny., Suite #1 (30
Dallas, Texas 75247
Date of Service:
Client No.:
Client:
06/07/05
93345
Coppell Trade Center LP
5055 Keller Springs Rd Ste 300
Addison, TX 75001
Report No.:
Project No.:
Project:
94051190.0023
94051190
Coppell Trade Center - Bldg C
NWC Sandy Lake/Freeport Pkwy
Coppell, TX
Services:
Drawings Utilized:
Observe placement of reinforcing for compliance with furnished drawings.
PROJECT DATA
Sheets 2 & 3 of 16, Fire Lane Detail/Paving Plan, dated 11/01/04
Locations/Items Observed: See attached sketch of 190' by 115' area of combined Track Dock, Fire Lane and
Slab-on-Grade, W side of Building C
Test Method: Visual Observation
REPORT OF OBSERVATION
ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT
Discrepancies/Comments: Any discrepancies found were corrected at the time of this observation unless otherwise
noted.
NOTE: Fire Lane is 7 inches thick and Dock Area is 6 inches thick in lieu of lime.
Field Results Report To:
Technician: M. Odom
Report Distribution:
(1) Coppell Trade Center LP
(1) TechniStructurBs
(1) City of Coppell TX
(1) C~ty of Coppefl TX
309sks
Henry w/McFadden & Miller
'lrerracon
(1) McFadden & Miller
(1) Macatee Engineering Inc .
Robert D. Ray,~.T.
Senior Proj~/~felanager
HBC / TERRACON REPORT NO.
?~o5'/190, oo ~s
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051190.0012
Service Date: May 27, 2005
lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Coppell Trade Center LP
Attn: Al Sorrels
5055 Keller Springs Rd Ste 300
Addison TX 75001
Report Date: June 07, 2005
Project: Coppell Trade Center- BIdg C
NWC Sandy Lake/Freeport Pkwy
Coppell, TX
Project Number: 94051190
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 5:54am Plant: 141
Supplier: TXI
Truck No: 64
Mix I.D. No.: 8206
Water Added Onsite Before Test: 0 Gallons
Water Added Onsite After Test: 0 Gallons
Field Test Data
Test
Result
Slump, inches: 6.00
Air Content, %: 5.5
Concrete Temperature, o F: 88
Ambient Temperature, o F: 71
Plastic Unit Weight, pcf: 142.8
Laboratory Test Data
Ticket No: 53370
Sample Information
sample Time: 6:22am Date Cast: May 27, 2005
Technician: Bradley W. Hatch
Weather Conditions: Cloudy
Accumulative Yards: 40
Placement Method: Direct Discharge
Sample Locations: 20' S & 140' W of NW corner of building
Placement Location: Pavement, 0' - 250' S & 20' - 160' W of NW
corner of bldg
Specification
Set Specimen Diameter Area Date
No. ID (inches) (sq. inches) Tested
1 1 6.00 26.27 06/03/2005
1 2 6.00 28.27 06/03/2005
1 3 06/24/2005
1 4 06/24/2005
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Test Load Strength
(days) (lbs) (psi)
7 102,170 3,610 ~
7 10? ~o 3
Average 3,630
28
28
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 4 ~' Et~°I FL~ure~eY
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051190.0012
Service Date: May 27, 2005
lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Coppell Trade Center LP
Attn: Al Sorrels
5055 Keller Springs Rd Ste 300
Addison TX 75001
Report Date: June 07, 2005
Project: Coppell Trade Center - Bldg C
NWC Sandy Lake/Freeport Pkwy
Coppell, TX
Project Number: 94051190
Material Information
Specified Strength: 4000 psi @ 28 Days
Plant: 141
Ticket No: 53435
0 Gallons
0 Gallons
Batch Time: 6:43am
Supplier: TXI
Truck No: 71
Mix I.D. No.: 8206
Water Added Onsite Before Test:
Water Added Onsite After Test:
Field Test Data
Sample Information
Sample Time: 7:12am Date Cast: May 27, 2005
Technician: Bradley W. Hatch
Weather Conditions: Cloudy
Accumulative Yards: 110
Placement Method: Direct Discharge
Sample Locations: 160' S & 30' W of NW corner of building
Placement Location: See page 1
Test Result Specification Test Method
Slump, inches: 5.00 ASTM C143
Air Content, %: 5.7 ASTM C231
Concrete Temperature,° F: 87 ASTM C1064
Ambient Temperature, o F: 73 ASTM C1064
Plastic Unit Weight, pcf: 142.8 ASTM C138
Laborator~ Test Data
Age at Maximum Compressive
Set Specimen Diameter Area Date Test Load Strength
No~ ID (inches) (sq. inches) Tested (days) (lbs) (psi)
D-' !
2 1 6.00 28.27 06/03/2005 110,720 3,920 ~i~
2 2 6.00 28.27 06/03/2005 ( 7 107,010 3~
'~ Average
2 3 06/24/2005 28
2 4 06/24/2005 28
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 exclusivety 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: 94051190.0012
Service Date: May 27, 2005
'll'erracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Coppell Trade Center LP
Attn: A] Sorrels
5055 Keller Springs Rd Ste 300
Addison TX 75001
Report Date: June 07, 2005
Project: Coppell Trade Center- Bldg C
NWC Sandy Lake/Freeport Pkwy
Coppell, TX
Project Number: 94051190
Ma terial Information
Specified Strength: 4000 psi ~ 28 Days
Batch Time: 7:54am
Supplier: TXI
Truck No: 802
Mix I.D. No.: 8206
Water Added Onsite Before Test:
Water Added Onsite After Test:
Field Test Data
Plant: 141
Ticket No: 53534
0 Gallons
0 Gallons
Sample Information
Sample Time: 8:26am Date Cast: May 27, 2005
Technician: Bradley W. Hatch
Weather Conditions: Cloudy
Accumulative Yards: 210
Placement Method: Direct Discharge
Sample Locations: 195' S & 130' W of NW corner of building
Placement Location: See page 1
Test Result Specification Test Method
Slump, inches: 5.25 ASTM C143
Air Content, %: 4.9 ASTM C231
Concrete Temperature, o F: 88 ASTM Cl 064
Ambient Temperature, o F: 75 ASTM C1064
Plastic Unit Weight, pcf: 144.4 ASTM Cl 38
Laboratory Test Data
Age at Maximum Compressive
Set Specimen Diameter Area Date Test Load Strength
No. ID (inches) (sq, inches) Tested (days) (lbs) (psi)
3 1 6.00 28.27 06/03/2005 7 119,680 ~ 4,230
3 2 6.00 28.27 06/03/2005 7 116,930
Average 4,f 90
3 3 06/24/2005 28
3 4 06/24/2005 28
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 repor~ is exclusively for the use of the client
indicated above and shall not be reproduced except in tull 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: 94051190.0012
Service Date: May 27, 2005
ll'erracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Coppell Trade Center LP
Attn: Al Sorrels
5055 Keller Springs Rd Ste 300
Addison TX 75001
Report Date: June 07, 2005
Project: Coppell Trade Center- Bldg C
NWC Sandy Lake/Freeporf Pkwy
Coppell, TX
Project Number: 94051190
Material Information
Specified Strength: 4000 psi (~ 28 Days
Batch Time: 9:25am Plant: 141
Supplier: TXI
Truck No: 62
Mix I.D. No.: 8206
Water Added Onsite Before Test: 0 Gallons
WaterAdded Onsite After Test: 5 Gallons
Field Test Data
Test Result
Slump, inches: 5.00
Air Content, %: 5.7
Concrete Temperature, o F: 91
Ambient Temperature, o F: 78
Plastic Unit Weight, pcf: 143.6
Laboratory Test Data
Ticket No: 53661
Sample Information
Sample Time: 9:55am Date Cast: May 27, 2005
Technician: Bradley W. Hatch
Weather Conditions: Cloudy
Accumulative Yards: 320
Placement Method: Direct Discharge
Sampre Locations: 230' S & 75' W of NW corner of building
Placement Location: See page 1
Specification Test Method
Set Specimen Diameter Area Date
No. ID (inches) (sq. inches) Tested
4 1 6.00 28.27 06/03/2005
4 2 6.00 28.27 06/03/2005
ASTM C143
ASTM C231
ASTM C1064
ASTM Cl 064
ASTM C138
Age at Maximum Compressive
Test Load Strength
(days) (lbs) (psi)
7 114,150
ve;al;~420
4 3 06/24/2005 28
4 4 06/24/2005 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Bradley W. Hatch
Report Distribution:
(1) Coppell Trade Center LP
(1) TechniStructures
(1) City of Coppell TX
(1) City ef Coppell TX
(1) McFadden & Miller Reviewed by:
(1) Macatee Engineering lac
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 4