Freeport NIP(2.2)-LR011011 CONCRETE COMF;RESSJVE STRENGTH TEST
8901 Carpenter Frwy., Suite #100
Report Number: 94011204.0042 Dallas, Texas 75247
Service Date: October 3, 2001 (214) 63O-lOlO
Client: TNA North American, Inc. Report Date: October 11, 2001
Attn: Terry Raley Project: Sales Office & Warehouse Fac.
1321 Valwood Parkway, Suite 440 Coppell, Texas
Carrollton TX 75006
Project Number: 94011204
Material Information Sample Information
Specified Strength: 3000 psi @ 28 Days Sample Time: 4:14pm Date Cast: October 3, 2001
Technician: Marlo Garcia
Batch Time: 3:21pm Plant: 41 Weather Conditions: Cool and cloudy w/cool breeze
Supplier: TXI Accumulative Yards: 40
Truck No: 59 Ticket No: 2993550 Placement Method: Direct Discharge
Mix I.D. No.: 9506 Sample Locations: PierAJ1
Placement Location: Piers N2.3, A/l, D/7
Field Test Data
Test Result Specification Test Method
Slump, inches: 5.00 5-7 ASTM C-143
Air Content, %:
Concrete Temperature, o F: 82 ASTM Cl 064
Ambient Temperature, o F: 80 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)
I 1 6.00 28.27 10/10/2001 7 94,790 3,350
1 2 6.00 28.27 10/10/2001 7 98,250 3,470
Average 3,410
1 3 10/31/2001 28
1 4 10/31/2001 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Marlo Garcia
Report Distribution: ~mg,' 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 Edc 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
Servi~'D~ite:;, Octobe,~ 2001 (214) 630-1010
Clie~'t: TNA North Amen, Inc. Report Date: October 11,2001
~ Attn: Terry~l~y Project: Sales Office & Warehouse Fac.
~1321~od Parkway, Suite 440 Coppell, Texas
~i~on 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.
Technician: Marlo Garcia
Repod Distribution: 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 Eric 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 Terracen. Test results transmitted herein are only applicable
to the actual samples tested at the lecation(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
Page 1 of 1
REPORT OF DRILLED BELLED PIERS
ENGINEERING, INC
8901 Carpenter Fm'y., Suite #100
Dallas, Texas 75247
Project: Sales Office &: Warehouse Fac. Report No.: 940
Coppell, Texas Date of Service: ] 0/03/01
Project No,: 940 ] ] 204 Technician: M. Garcia
Driller: Auger Drilling Page: ] of 2
Pier Identification A/6 A/5.5 A/4.9 A/4.2 A/3.6 A/3 A/2.3 A/1 D/7
Pier Diameter (in.) 30 30 30 30 30 30 30 30 30
Bell Diameter (in.) 72 72 78 78 78 78 72 66 72
*Top of Pier Elevation (fi) 96.0 94.0 94.0 94.0 94.0 94.0 94.0 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
Initial Depth of Pier from Existing
Grade (ft) 15.3 14.7 14.0 14.0 13.7 12.8 13.3 15.0 16.0
Final Depth of Pier from Existing
Grade (fi) 15.3 14.7 14.0 14.0 13.7 12.8 13.0 15.0 16.0
Depth from Top of Concrete (ft) 15.1 14.2 13.0 13.5 12.6 12.7 13.0 15.3 14.6
Condition of Bottom (wet or 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
Casing Diameter (in) 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
Number of Vertical Bars,(ea.) 6 6 6 6 6 6 6 6 6
Reinforcing Bar Size (#) 7 7 7 7 7 7 7 7 7
Length of Vertical Bars (,ff,) 14.8 14.0 13.4 13.4 13.0 12.3 14.8 12.2 14.0
Time Drilling was Completed 7:57a.m. 8:17a.m. 8:38a.m. 9:12a.m. 9:45a.m. 10:20a.m. 10:40a.m. 10:54a.m. 11:08a.m.
Time Concrete was Placed 9:22a. m. 9:26a.m. 10:18a.m. 10:22a.m. 10:28a.m. 11:34a.m. 4:57p.m. 5:09p.m 5:24p.m.
*Elevation was provided by others.
REPORT OF DRILLED BELLED PIERS
ENG--, ]NC
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Project: Sales Office & Warehouse Fac. Report No.: 940] ]204.004!
Coppell, Texas Date of Service:
Project No.: 94011204 Technician: M. Garcifl
Drmer: Auger Drilling Page: 2of2
Pier Identification .8N6.9 .6A/6.6 ,5N6.5 .8A/5.9 .0A/5.3 N1.9 N2.1
Pier Diameter (in.) 18 18 18 18 18 18 18
Bell Diameter (in.) 36 36 36 36 36 36 36
*Top of Pier Elevation (fi) 95.0 95.0 95.0 95.0 94.0 94.0 94,0
Req. Depth from Exist. Grade (ft) 15.0 15.0 15.0 15.0 15.0 15.0 15.0
Initial Depth of Pier from Existing
Grade (fi) 16.0 15.0 16.0 15.0 15.0 15,4 14.0
Final Depth of Pier from' Existing'
Grade (fi) 16.0 15.0 16.0 15.0 15.0 , ,, 15.4 14.0
Depth from Top of Concrete (ft) 14,8 13.5 15.3 14.7 15.0 13.6 14.0
Condition of Bottom (wet or dry) Dry Dry Dry Dry Dry Dry Dry
Plumb Within Tolerance (yes or 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
Cased Depth (fi) N/A N/A N/A N/A N/A N/A N/A
Number of Vertical Bars (ea.) 5 ,, 5 5 5 5 5 5
Reinforcing Bar Size (#) 6 6 6 6 6 6 6 ....
Length of Vertical Bars (ft.) 14.3 13.9 14.5 14.5 14.2 13.3 13.0
Time Drilling was Completed 10:45 a,m. 10:57 a.m. 11:04 a.m. 10:36 a.m. 10:25 a.m. 11:20 a.m. 11:28 a.m. ,,.
Time Concrete was Placed 11:33a.m. 11:38a.m. 11:40a.m, 11:44a.m. 11:47a.m. 3:59p. m. 3:57p.m.
*Elevation was provided by others.
REPORT OF DRILLED BELLED PIER INSPECTION
ENIGIN EERII~G, INC.
8901 Carpenter Frwy., Suite #100
Report Number: 94011204.0037 Dallas, Texas 75247
Service Date: October 1,2001 (214) 63o-1010
Client: TNA Nodh American, Inc. Report Date: October 11,2001
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.
Technician: Marlo Garcia /.~l/~~ng, Inc.
Report Distribution:
(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 Eric 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 g~so~-,~
REPORT OF DRILLED BELLED PIERS
ENGINEERII~, 1NC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Project: Sales Office & Warehouse Fac. Report No.: 94011204.0037
Coppell, Texas Date of Service: 10/01/01
ProlectNo.: 94011204 Technician: M. Garcia
Driller: Auger Drilling page: 1 of 3
Pier Identification C.2/6 C.4/6 C.7/6 C.9/6 C/6.2 C/6.5 C/6.8 B/7.1 B.2/7.1 B.6/7
Pier Diameter (in.) 18 18 18 18 18 18 18 18 18 18
Bell Diameter (in.) 36 48 36 36 36 36 36 36 36 36
*Top of Pier Elevation (ft) 97.4 97.4 97.4 97.4 97.4 95.0 95.0 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
Initial Depth of Pier from Existing
Grade (ft) 16.0 15.5 15.1 15.0 15.5 15.9 16,1 16.7 16.5 16.4
Final Depth of Pier from Existing
Grade (ft) 15.5 15.2 15.8 15.3 15.0 15.6 15.9 16.3 16.1 16.0
Depth from Top of Concrete (ft) 14.5 14.2 14.8 14.3 14.0 14.6 14.9 15.7 15.5 15.0
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.) 5 5 5 5 5 5 5 5 5 5
Reinforcing Bar Size (#) 6 6 6 6 6 6 6 6 6 6
Length of Vertical Bars (ft.) 15.9 14.6 14.7 14.4 14.8 13.1 13.0 15.8 15.8 15.7
Time Drilling was Completed 8:15 a.m. 8:58 a.m. 7:42 a.m. 7:56 a.m. 9:18 a.m. 9:33 a.m. 9:48 a.m. 10:14 a.m. 10:48 a.m. 10:35 a.m.
Time Concrete was Placed 9:13a.m. 9:23a.m. 9:04a.m. 9:02a.m. 9:28a.m. 9:40a.m. 9:57a.m. 11:08a,m. 11:16a.m. 11:03a.m.
*Elevation was provided by others.
REPORT OF DRILLED BELLED PIERS
ENGINEERII~, INC.
8901 Carpenter Frwy., Suite #10~
Dallas, Texas 75247
Project: Sales Office & Warehouse Fac. Report No.: 940! 1204.0037
Coppe]l, Texas Date of Service: 10/01/01
Project No.: 94011204 Technician: M. Garcia
Driller: Auger Drilling Page: 2 of 3
Pier Identification B. 1/7 A.5/7 C.3/7 A/7 B.2/7 C/7 C.6/7 D/4 D/4.4 D/4.9 D/5.4
Pier Diameter (in.) 24 24 24 30 30 30 30 24 24 24 24
Bell Diameter (in.) 66 60 66 60 60 60 60 60 66 66 66
*Top of Pier Elevation (ft) 96.0 96.0 96.0 96.0 96.0 96.0 96.0 96.0 96.0 96.0 96.0
Re(]. 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 (fi) 15.9 15.5 16.0 15.5 15.9 16.0 15.8 16.4 16.7 16.0 16.3
Final Depth of Pier from Existing
Grade (ft) 15.4 15.5 16.0 15.3 15.7 16.0 15.6 16.0 16.4 15.8 16.3
Depth from Top of Concrete (ft) 14.8 15.1 14.0 15.3 15.3 15.0 14.6 15.0 15.4 14.8 15.6
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.) 6 6 6 6 6 6 6 6 6 6 6
Reinforcing Bar Size (#) 6 6 6 7 7 7 7 6 6 6 6
Length of Vertical Bars (ft.) 15.0 14.8 15.4 15.0 14.6 14.8 14.8 15.3 14.8 14.8 14.8
Time Drilling was Completed 11:13a.m. 11:30a.m. 1:30p.m. 11:59a.m. 12:25p.m. 12:05p.m. 11:43a.rn. 1:49p.m. 2:15p.m. 2:40p.m. 3:05p.m.
Time Concrete was Placed 11:22 a.m. 2:38 p.m. 1:58p.m. 2:42 p.m. 2:30 p.m. 1:47 p.m. 1:53 p.m. 3:34 p.m. 3:37 p.m. 3:41 p.m. 4:09 p.m.
*Elevation was provided by others.
REPORT OF DRILLED BELLED PIERS .i. J-~
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Project: Sales Office & Warehouse Fac. Report No.: 94011204.0037
Coppell, Texas Dateof Service: 10/01/01
Project No.: 94011204 Technician: M. Garcia
Driller: Auger Drilling Page: 3 of 3
Pier Identification C.2/6.2 C.2/6.4 C.6/6.6
Pier Diameter (in.) 18 18 18
Bell Diameter (in.) 48 36 48
*Top of Pier Elevation (ft) 97.4 93.0 95.0
Req. Depth from Exist. Grade (ft) 15.0 15.0 15.0
Initial Depth of Pier from Existing
Grade (fi) 15.5 15.6 15.9
Final Depth of Pier from Existing
Grade (ft) 15.4 15.6 15.7 ,,.
Depth from Top of Concrete (ft) 14.4 14.6 14.7
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 (ft) N/A N/A N/A
Number of Vertical Bars (ea.) 5 5 5
Reinforcing Bar Size (#) 6 6 6
Length of Vertical Bars (ft.) 15.3 10.9 14.8
Time Drilling was Completed 2:48 p.m. 2:25 p.m. 2:14 p.m.
Time Concrete was Placed 4:23 p.m. 4:18 p.m. 4:15 p.m.
*Elevation was provided by others.
CONCRETE COMPRESSIVE STRENGTH TEST
8901 Carpenter Frwy., Suite #100
Report Number: 94011204.0028 Dallas, Texas 75247
Service Date: September 12, 2001 (214) 630-1OLO
Client: TNA North American, Inc. Report Date: October 11,2001
Attn: Terry Raley Project: Sales Office & Warehouse Fac.
1321 Valwood Parkway, Suite 440 Coppell, Texas
Carrollton TX 75006
Project Number: 94011204
Material Information Sample Information
Specified Strength: 3000 psi @ 28 Days Sample Time: 2:00pm Date Cast: September 12, 2001
Technician: Terry L. Smith
Batch Time: Plant: 1 Weather Conditions: Warm, cloudy
Supplier: Redi-Mix Accumulative Yards: 5
Truck No: 273 Ticket No: 10817 Placement Method: Direct discharge
Mix I.D. No.: 722 Sample Locations: Sta. 0+36.1
Placement Location: Sewer, Manholes, Sra. 3+39, Sra. 0+32.1,
Sra. 0+00, Sra. 0+36.1
Field Test Data
Test Result Specification Test Method
Slump, inches: 5.50 3-5 ASTM C-143
Air Content, %:
Concrete Temperature, o F: 95 ASTM C1064
Ambient Temperature, o F: 85 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 09/19/2001 7 83,240 2,940
1 2 6.00 28.27 09/19/2001 7 81,440 2,880
Ave rage 2,9'10
I 3 6.00 28.27 10/10/2001 28 109,790 3,880
1 4 6.00 28.27 10/10/2001 28 110,630 3,910
Average 3,900
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Report Distribution: c.
(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 Edc 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 O,-LLW,~.K.y