Freeport NIP(2.2)-LR011010 CONCRETE,COMPRESSIVE STRENGTH TEST
E~K]INEF~J~g, I~JC.
8g01 Carpenter Fn~y., Suite #100
Report Number: g4011204.0036 Da~as, Texas ?5247
Service Date: September 28, 2001 (214) 630-1010
Client: TNA North American, Inc. Report Date: October 10, 2001
Attn: Terry Raley Project: Sales Office & Warehouse Fac.
1321 Valwood Parkway, Suite 440 Coppell, Texas
Carrollton TX 75006
Project Number: g4011204
Material Information Sample Information
Specified Strength: 3000 psi @ 28 Days Sample Time: 11:00am Date Cast: September 28, 2001
Technician: A. Bulent Ethem, P.G.
Batch Time: 9:13am Plant: 41 Weather Conditions: Clear
Supplier: TXI
Truck No: 835 Ticket No: 2989451 Placement Method: Direct Discharge
Mix I.D. No.: 9506 Sample Locations: Pier B/2.0
Placement Location: Piers BI2, BI3, BI4 and half of BI5.0
Field Test Data
Test Result Specification Test Method
Slump, inches: 4.50 5-7 ASTM C-143
Air Content, %:
Concrete Temperature, o F: ASTM C1064
Ambient Temperature, o F: ASTM C-1064
Plastic Unit Weight, pcf:
Laboratory Test Data
Age at
Maximum Compressive
Set Specimen Diameter Area Date Test Load Strength
No. ID (inches) (sq. inches) Tested (days) (lbs) (psi)
1 1 6.00 28.27 10/05/2001 7 108,470 3,840
I 2 10/26/2001 28
I 3 10/26/2001 28
I 4 Hold
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: A. Bulent Ethem, P.G.
Report Distribution: ~~eringl, Inc.
(1) TNA North American, Inc. (1) FACServices Inc
(1) Carrell Poole & Yost Architecture (1) David Kent Reviewed by:
(1) R L Goodson Consulting Engineers (1) City of Coppell- Bldg Insp J. Cleveland, P.E.
(1) Pacific Builders Inc (1) City of Coppell - Constr Insp Senior Project Engineer
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 approval of Terracon. 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
REPORT OF,DRILl'ED BELLED PIER INSPECTION .H~"'~'"''`''""z~r"'~
8901 Carpenter Frwy., Suite #100
Report Number: 94011204.0039 Dallas, Texas 75247
Service Date: October 2, 2001 (214) 63O-lOlO
Client: TNA North American, Inc. Report Date: October 10, 2001
Attn: Terry Raley Project: Sales Office & Warehouse Fac.
1321 Valwood Parkway, Suite 440 Coppell, Texas
Carrollton TX 75006
Project Number: 94011204
Services: Drilled belled pier inspection.
On this date, an HBC Engineering technician arrived at the above referenced jobsite as scheduled for
drilled belled pier inspection. See the attached sheet(s) for recorded data.
Report Distribution: c.
(1) TNA North American, tnc. (1) FACServices Inc
(1) Carrell Poole & Yost Architecture (1) David Kent Reviewed by:
(1) R L Goodson Consulting Engineers (1) City of Coppell- Bldg Insp U ~-'"' Eric4~- Clev~, P.E.
(1) Pacific Builders Inc (1) City of Coppell - Constr Insp Senior Project Engineer
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 approval of Terracon. 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 ~sos~9~,~,
REPORT OF DRILLED BELLED PIERS
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Project: Sales Office & Warehouse Fac. Report No.: 94011204.0039
Coppell, Texas Date of Service: 10/02/01
Prolect No.: 94011204 Technician: M. Garcia
Driller: Auger Drilling Page: 1 of 3
Pier Identification D/3.6 D/3.1 D/2.6 D/2.1 D/1.5 D/1.2 D/1 C.6/1 B.9/1 B.3/1
Pier Diameter (in.) 24 24 24 24 24 24 24 24 24 24
Bell Diameter (in.) 66 66 66 66 66 66 66 66 66 66
*Top of Pier Elevation (ft) 98.0 98.0 98.0 98.0 98.0 98.0 98.0 98.0 98.0 98.0
Req. Depth from Exist. Grade (ftI 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15,0 15.0
Initial Depth of Pier from Existing
Grade (ft) 16.0 16.0 16.0 16.0 16.0 15.7 16.5 16.0 17.0 17.0
Final Depth of Pier from Existing
Grade (ft) 15.7 15.8 15.8 15.6 15.8 15.7 16.3 15.8 17.5 17.0
Depth from Top of Concrete (ft) 15.3 15.4 15.8 15.6 15.2 15.2 16,3 15.7 17.4 16.6
Condition of Bottom (wet or dry) Dry Dry Dry Dry Dry Dry Dry Dry Dry Dry
Plumb Within Tolerance (yes or no) No No No No No No No No No No
Casing Diameter (in) N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Cased Depth (ft) N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A ,,,
Number of Vertical Bars (ea.) 6 6 6 6 6 6 6 6 8 6
Reinforcing Bar Size (#) 6 6 6 6 6 6 6 6 6 6
Length of Vertical Bars (ft.) 15.0 15.2 16.2 15.3 15.0 14.3 15.8 15.3 16.6 16.2
Time Drilling was Completed 7:40a.m. 8:02a.m. 8:25a.m. 8:50a.m. 9:30a.m. 9:52a.m. 10:12a.m. 10:26a.m. 10:55a.m. 11:13a.m.
Time Concrete was Placed 9:13a.m. 9:17a.m. 10:14a.m. 9:21a.m. 10:19a.m. 10:22a.m. 10:35a.m. 11:28a.m. 11:32a.m. ~2:00p.m.
*Elevation was provided by others.
REPORT OF DRILLED BELLED PIERS J. J-.~
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Project: Sales Office & Warehouse Fac. Report No.: 94011204.0039
Coppell, Texas Date of Service: 10/02/01
Project No.: 94011204 Technician: M. Garcia
Driller: Auger Drilling Page: 2 of 3
Pier Identification C.4/6.4 C.7/6.3 C.7/6.6 C.8/6.3 D/5.9 D/6.5 B/1 A.7/1 A/1.4 A/1.8 A/6.7
Pier Diameter (in.) 18 18 18 18 30 20 24 24 24 24 24
Bell Diameter (in.) 36 48 36 48 78 78 66 60 66 66 66
*Top of Pier Elevation (ft) 99.3 97.3 99.3 97.3 96.0 96.0 95.8 93.0 96.0 96.0 96.0
Req. Depth from Exist. Grade (ft) 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0
Initial Depth of Pier from Existing
Grade (ft) 16.0 16.3 16.5 16.0 16.0 15.0 16.0 16.6 15.8 16.0 16.3
Final Depth of Pier from Existing
Grade (ft) 16.0 16.0 16.2 16.0 15.7 15.1 16.2 16.6 16.0 16.4 16.1
Depth from Top of Concrete (ft) 15.0 15.0 15.2 15.0 14.7 14.1 15.7 15.8 16.0 16,4 16.1
Condition of Bottom (wet or dry) Dry Dry Dry Dry Dry Dry Dry Dry Dry Dry Dry
Plumb Within Tolerance (yes or no) No No No No No No No No No No No
Casing Diameter (in) N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Cased Depth (ft) N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Number of Vertical Bars (ea.) 5 5 5 5 6 6 6 6 6 6 6
Reinforcing Bar Size (#) 6 6 6 6 7 7 6 6 6 6 6
Length of Vertical Bars (ft.) 15.3 14.7 15.5 17.4 14.3 13.9 14.7 15.6 15.2 15.2 14.3 ,,
Time Drilling was Completed 10:22a.m. 10:35a.m. 10:47a.m. 10:50a,m. 11:59a.m.i 12:22p.m. 1:28p.m. 1:50p.m. 2:30p.m. 2:10p.m. 2:53p.m.
Time Concrete was Placed 1:25 p.m. 1:14 p.m. 1:22 p.m. 1:17p.m. 1:53 p.m. 3:15p.m. 3:25p.m, 3:28 p.m. 4:21 p.m. 4:25 p.m. 4:33 p.m.
*Elevation was provided by others.
REPORT OF DRILLED BELLED PIERS
ENGINEEPJNG, INC.
8901 Carpenter Fnvy., Suite #100
Dallas, Texas 75247
Project: Sales Office &: Warehouse Fac. Report No.: 940! ]204.0039
Coppell, Texas Date of Service: 10/02/01 '
Project No.: 94011204 Technician: M. Garcia
Driller: Auger Drilling Page: 3of3
Pier Identification .5A/5.5 .3A/5.7 .2A/5.1
Pier Diameter (in.) 18 18 18
Bell Diameter (in.) 36 36 36
*Top of Pier Elevation (ft) 94.0 94.0 94.0
Req. Depth from Exist. Grade (ft) 15.0 15.0 15.0
Initial Depth of Pier from Existing
Grade (fi) 15.0 16.0 15.5
Final Depth of Pier from Existing
Grade (fi) 15.0 16.0 15,3
Depth from Top of Concrete (fi) 14.0 15.0 14,3
Condition of Bottom (wet or dry) Dry Dry Dry
Plumb Within Tolerance (yes or no) No No No
Casing Diameter (in) N/A N/A N/A
Cased Depth (fi) N/A N/A N/A
Number of Vertical Bars (ea.) 5 5 5
Reinforcing Bar Size (#) 6 6 6
Length of Vertical Bars (ff.) 13.8 14.9 14.0
Time Drilling was Completed 2:45 p.m. 2:51 p.m. 3:00 p.m.
Time Concrete was Placed
*Elevation was provided by others.