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Freeport NIP(2.2)-LR011005 REPORT OF DRILLED BELLED PIER INSPECTION / ..~.~]~.~~'~''~'''~"-''''''''''''''''~ ENG~N EEP. ING, IN'C~ 8901 Carpenter Frwy., Suite #100 Repo~ Number: 94011204.0035 Dallas, Texas 75247 Se~iceDate: September28,2001 F~T ~, ~OT~ client: TNA Nodh American, Inc. Repo~ Date: October 05, 2001 Attn: Ter~ Raley Project: Sales Office & Warehouse Fac. 1321 Valwood Parkway, Suite 440 Coppell, Texas Carrollton TX 75006 Project Number: 94011204 Se~ices: 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: A. BulentEthem, P.G. ,/ ~ / // Report Distribution: ~//~~ng, Inc. (1) TNA North American, inc. (1) FACServices Inc (1) Carrell Poole & Yost Architecture (1) David Kent Reviewed by: L,/ (-,' Eric J. Cle~andv~ (1) R L Goodson Consulting Engineers (1) City of Coppell - Bldg Insp , 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 DRILLED BELLED PIERS .[ .E.~ ENGINEERI]~, INC. 8901 Carpenter Frwy., Suite #lO0 Dallas, Texas 75247 Project: Sales Office & Warehouse Fac. Report No.: 94011204.0035 Coppell, Texas Date of Service: 09/28/01 Project No.: 94011204 Technician: B. Ethem Driller: Auger Drilling Page: I of 2 Pier Identification B/2.0 B/3.0 B/4.0 B/5.0 B/6.0 C/2.0 C/3.0 C/4.0 C/5.0 C/6.0 C.4/6.3 Pier Diameter (in.) 24 24 24 24 24 24 24 24 24 24 24 Bell Diameter (in.) 66 66 66 66 66 66 66 66 66 66 54 *Top of Pier Elevation (fi) 99.4 99.4 99,4 99.4 99.4 99.4 99.4 99.4 99.4 99.4 97,4 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 (ftI 1 5.2 15.7 15.0 15.2 15.2 15.4 15.3 15.5 15.5 15.2 15.8 Final Depth of Pier from Existing Grade (ft) 15.0 15.5 15.2 15.0 15,0 15.2 15.1 15,2 15.4 15.0 15.5 Depth from Top of Concrete (ft) 1 5.0 15.5 15.2 15,0 15.0 15.2 15.1 15.2 15.4 15,0 15.5 Condition of Bottom (wet or dry) Dry Dry Dry Dry Dry Dry Dry Dry Dry Dry Dry Plumb Within Tolerance (yes or no) Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes 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 6 6 6 6 6 6 6 6 ., Length of Vertical Bars (ft,) 14.7 15.2 15.0 14.8 14.9 15.0 14.9 15.0 15.1 14.8 15.2 Time Drilling was Completed 10:15a,m. 10:45a.m. 11:10a.m. 11:35a.m, 12:00p.m. 1:35p.m. 1:15p.m. 1:00p.m. 12:40p.m. 12:20p.m.! 2:00p.m. I! Time Concrete was Placed 10:40a.m. 10:50a.m. 11:15a.m. 11:40a,m, 1:45p.m. 1:50p.m. 1:55p.m. 2:00p.m. 3:10p.m. 3:15p.m. 3:35p.m. *Elevation was provided by others. REPORT OF DRILLED BELLED PIERS ~ ENGINEERING, INC. 8901 Carpenter Frwy., Suite #I00 Dallas, Texas 75247 Project: Sales Office & Warehouse Fac. Report No.: 94011204.0035 Coppell, Texas Date of Service: 09/28/01 Project No.: 94011204 Technician: B. Ethem Driller: Auger Drilling Page: 2 of 2 Pier Identification C.7/6.7 C.5/6.7 D/6.8 Pier Diameter (in.) 24 24 24 Bell Diameter (in.) 54 54 60 *Top of Pier Elevation (ft) 97.4 97.4 96.0 Req. Depth from Exist. Grade (fi) 15.0 15.0 15.0 Initial Depth of Pier from Existing Grade (ft) 15.3 15.7 15.2 Final Depth of Pier from Existing Grade (ft) 15.1 16.0 15.0 Depth from Top of Concrete (ft) 15,1 16.0 13.6 Condition of Bottom (wet or dry) Dry Dry Dry Plumb Within Tolerance (yes or no) Yes Yes Yes Casing Diameter (in) N/A N/A N/A Cased Depth (ft) N/A N/A N/A Number of Vertical Bars (ea.) 6 6 6 Reinforcing Bar Size (#) 6 6 6 Length of Vertical Bars (ft.) 14.9 15.5 13.3 Time Drilling was Completed 3:15 p.m. 2:50 p.m. 2:35 p,m. Time Concrete was Placed 3:20 p.m. 3:25 p.m. 3:30 p.m. *Elevation was provided by others.