Coppell Trade-LR050623REPORT OF REINFORCING STEEL OBSERVATION 'l aff;Icon
8901 Carpenter Prwy., Suite #100
Dallas, Texas 75247
Date of Service:
Client No.:
Client:
06/23/05
93345
Coppell Trade Center LP
5055 Keller Springs Rd Ste 300
Addison, TX 75001
Report No.:
Project No.:
Project:
94051190.0051
9405119O
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
General LayoutJC 1.1, dated 6/23/05
Locations/Items Observed: W. side Paving: 100' to 300' S of N. side of Main Building
Test Method: Visual Observation
REPORT OF OBSERVATION
ITEMSORSERVED CORRECT INCORRECT ITEMSOBSERVED CORRECT' INCORRECT ITEMSOBSERVED CORRECT INCORRECT
Placing Drawings/~oproved X Bar Length and Shape X Column Tie Spacing & Type
Bar Size X P~oper Bar Placement X Stirrup Spaci*ag & Type
Bar Grade X Propedy Tied X Welded Splices
Discrepancies/Comments: Any discrepancies found were corrected at the time of this observation unless otherwise
noted.
Field Results Report To:
Technician: D. Hogland
Report DIstribution:
(1) Coppell Trade Center LP
(1) TechniStructures
(1) City of Coppell TX
(1) City of Coppell TX
309pdr
ll'erracan
This repot[ is exclusively for the use of the client indicated above and shall not be reproduced without written approval of HBC/Terracon,
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051081.0066
Service Date: May 31,2005
Client: Coppell _-I'ra~
At--is
5055 Keller Springs Rd Ste 300
Addison TX 75001
lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: June 23, 2005
Project: Coppell Trade Center
NWC Sandy Lake & State St
Coppell, TX
Project Number: 94051081
Material Information
Specified Strength:
Batch Time:
Supplier:
Truck No:
Mix I.D. No.:
Ticket No:
Sample Information
Sample Time: Date Cast: May 23, 2005
Technician: Contractor Made
Weather Conditions:
Placement Method:
Sample Locations: E side Wing Wall
Placement Location: Double 8x4 Box Culvert, Wing Wall E side
Field Test Data
Test ReSult Specification Test Method
Slump, inches:
Air Content, %:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Set Specimen Diameter Area Date
No. ID (inches) (sq. inches) Tested
1 1 6.00 28.27 05/30/2005
1 2 6.00 28.27 05/30/2005
1 3 6.00 28.27 06/20/2005
1 4 6.00 28.27 06/20/2005
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Test Load Strength
(days) (lbs) {psi)
7 130,230 4,610 ~
7 123,650 ~_4~370
/
Average 454,6~
28 160,720
28 155,950
Average 5,600
Comments: Not tested for plastic unit weight, th~
Services - Pick up test cylinders cast by others and return laboratory for curin~ ajad~g.
Report Distribution: .
(1) Coppell Trade Center LP (1) Merriman Assoc Ins J/~ j~/',,~ /~
(1) PritchardAssociateslnc (1)McFadden&Miller Reviewed by: .~ ~,'C./v /.r.~ -- ///'
(1) City of Coppell TX Robert D. Ray, EL Ey
(1) City of Coppe[I TX Senior Project ~....get. ,
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 1
,CONCRETE COMPRESSIVE. STRENGTH TEST
Report Number: 94051190.0036
Service Date: June 14, 2005
Client: Coppell Trade Center LP
Attn: Al Sorrels
5055 Keller Springs Rd Ste 300
Addison TX 75001
1rerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630.1010
Report Date: June 23, 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
Batch Time: 6:11am Plant: 141
Supplier: TXI
Truck No: 510 Ticket No: 62261
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: 5.00
Air Content, %: 4.2
Concrete Temperature, o F: 92
Ambient Temperature, o F: 74
Plastic Unit Weight, pcf: N/A
Laboratory Test Data
Sample Information
Sample Time: 7:00am Date Cast:June 14, 2005
Technician: Russell Jones
Weather Conditions: Partly cloudy
Accumulative Yards: 40
Placement Method: Direct Discharge
Sample Locations: See attached sketch
Placement Location: Pavement
Specification
3-5
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Set Specimen Diameter Area Date
No. ID (inches) (sq. inches) Tested
1 1 6.00 28.27 06/21/2005 7 121,990 4,310
1 2 6.00 28.27 06/21/2005 7 120,940 4,280
Average 4,300
1 3 07/12/2005 28
1 4 07/12/2005 28
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 sarnp]es tested at the Icoation(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
Page 1 of 2
,CONCRETE COMPRESS VE STRENGTH TEST
Report Number: 94051190.0036
Service Date: June 14, 2005
Client: Coppell Trade Center LP
Attn: Al Sorrels
5055 Keller Springs Rd Ste 300
Addison TX 75001
l['arracon
8901 Carpenter Frwy, Ste#100
Dallas, Texas 75247
(214) 630-1010
Report Date: June 23, 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
Batch Time: 9:49am
Supplier: TXI
Truck No: 110
Mix I.D. No.: 8206
Water Added Onsite Before Test:
Water Added Onsite After Test:
Field Test Data
Test
Plant: 141
Ticket No: 62604
0 Gallons
0 Gallons
Result
Slump, inches: 4.50
Air Content, %: 4.0
Concrete Temperature, O F: 96
Ambient Temperature, o F: 90
Plastic Unit Weight, pcf: N/A
Laboratorl~ 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
Sample Time: 10:24am Date Cast: June 14, 2005
Technician: Russell Jones
Weather Conditions: Partly cloudy
Accumulative Yards; 240
Placement Method: Direct Discharge
Sample Locations: See attached sketch
Placement Location: See page 1
Specification
3-5
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
06/21/2005 7 130,620 4,620
06/21/2005 7 131,600 4,650
Average 4,640
07/12/2005 28
07/12/2005 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Russell Jones
Re port Dis, ri but ion;
(1) Coppell Trade Center LP (1) Merriman Assoc Inc
(1) TechniStructures (1) McFadden & Milter Reviewed by:
(1) City of Coppell TX (1) Macatee Engineering Inc Robert D, Ray, S.E;~7/
(1) city of Coppe~l TX Senior Project Manger
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the asev~f 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 actca[ samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
MATCHUNE SEE SHT.
I
I
S 89'53'16' E
1275o0g"
HBClTERRACON REPORT NO.
I1