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Northlake 635(3)-LR 980401REPORT OF DRILLF'n BELLED PIER INSP ')TIO N 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Date of Service: 03/25/1998 Report No.: 980811' Client No.: 52617000 Project No.: 43-2452 Client: Lincoln Property Company Project: Coppell 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Belt Lin Dallas TX 75201-3394 Coppeil, Drilled belled pier inspection. Services: On this date, an HBC Engineering jobsite as scheduled for drilled recorded data. technician arrived at the above ref, belled pier inspection. See attach~ NOTE: Required depth was brought up to 12 feet due to water table. Technician Time: 6:00am to 5:00pm (i) City ofCoppell/Bldg. Insp. (1) City of Coppell/Constr. Insp. Technician: Brian Otis Report Distribution: (I) Lincoln Property Company (l) Butler Construction (1) O'Brien & Associates (1) AECC, Inc. .97 Report Date O4/O 1 / 1998 Business Center II ~ Rd. & Lakeshore Dr. Texas ~renced ~d sheets for ~ En~g, Inc. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the writt( Pau[ D. Smith, P.E. Sen ~r Project Engineer t approval of HBC Engineering, Inc. ~9MP Page 1 of I REPORT OF DRILLED BELLED PIERS ENGINEERING, [NC. 8901 Carpenter Ftwy., Suite #100 Dallas, Texas 75247 Project: Coppell Business Center Bldg. D Project No.: 43-2452-97 ReportNo.: 9808117 Date of Service: 03/25/1998 Technician: B. Otis Page: 1 of 4 Pier Identification A-9 A-9.5 A-9.8 A-10 A-10.5 A-10.9 10.9-A.5 11-A.9 11-B I 11-D.4 I 11-D.6 Pier Diameter (in.) 24 24 .......... 24 ......... --24-- ......... 2_4_ ........ 2~4 Bell Diameter (in.) .............. 60.0 60.0 54.0 54.0 66.0 66.0 66.0 54.0 54.0 [ 54.0 I 54.0 Top of Pier Elevation (ft) 95.0 95.0 93.5 93.5 93.5 93.5 93.5 93.5 93.5 95.0 95.0 Req. Depth From Exist. Grade (ft) 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 ~ 12.0 Initial Depth of Pier From Existing Grade (ft) 13.4 13.0 14.8 12.4 13.4 14.4 14.3 12.9 13.8 12.0 12.0 Final Depth of Pier From Existing Grade (ft) 13.5 13.2 14.8 12.6 13.6 14.5 14.3 12.9 13.8 12.2 12.0 Depth From Top of Concrete (ft) 12.5 12.2 13.8 11.6 12.6 13.4 13.3 11.9 12.8 11.2 11.0 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 Verficai ~ars (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.) 12.0 11.67 13.33 11.08 12.08 12.92 12.83 11.52 12.25 10.67 10.5 Time Drilling Was Completed 06:45 AM 06:57 AM 07:09 AM 07:21 AM 07:33 AM 07:45 AM 07:57 AM 08:10 AM 08:23 AM 08:36 AM 08:50 AM Time Concrete Was Placed 1:10 PM 1:18 PM 01:25 PM 1:33 PM 1:42 PM 1:49 PM 1:57 PM 2:10 PM 2:16 PM 2:30 PM 2:38 PM REPORT OF DRILLED BELLED PIERS Project: Coppell Business Center Bldg. D Project No.: 43-2452-97 ENGINEERING, INC. 8901 Carpenter Fnvy., Suite #100 Dallas, Texas 75247 Report No.: 9808117 Date of Service: 03/25/1998 Technician: B. Otis Page: 2 of 4 Pier Identification 11-E 11-E.4 Pier Diameter (in,) 24 24 Bell Diameter (in.) Top of Pier Elevation (ft) 11-E.6 11-F 11-F.4 11-F.6 11-G 11-G.4 11-G.6 11-H 24 24 24 24 24 24 24 .~4 54.0 60.0 54.0 54.0 60.0 54.0 54.0 i 60_.0 95,0 95,0 95,0 95,0 95,0 95,0 95.0 95,0 60.0 54.0 95.0 95.0 11-H.4 24 54.0 95.0 Req, Depth From Exist, Grade (ft) 12,0 12,0 12,0 12,0 12,0 12,0 12.0 12,0 12,0 12.0 12,0 Initial Depth of Pier From Existing_ Grade (ft) 12,3 13,3 13,0 12,8 13.2 12,8 14,3 14.0 13,7 13,4 14.0 Final Depth of Pier From Existing Grade (ft) 12,3 13,3 13,2 12,8 13,3 13,8 14,3 14,0 13,7 Depth From Top of Concrete (ft) 11,3 12,3 12,2 11,8 12,3 12,8 13,3 13,0 12,7 Condition of Bottom (wet or dry) DRY DRY DRY DRY DRY DRY DRY DRY DRY 13.5 14.0 12.5 13.0 DRY DRY YES YES N/A N/A N/A N/A Plumb Within Tolerance (yes or no) 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 Cased Depth (ft) N/A N/A N/A N/A N/A N/A N/A N/A N/A Reinforcing Bar Size (#) 6 6 6 6 6 6 6 6 6 6 6 Length of Vertical Bars (ft,) 10,83 12,83 11,76 11.25 11,75 12,25 12,83 12,5 12,17 12,0 12,5 Time Drilling Was Completed 09:10 AM 09:22 AM 09:35 AM 09:47 AM 09:59 AM 10:14 AM 10:26AM 10:39 AM 10:52 AM 11:04AM 11:16AM Time Concrete Was Placed 2:45 PM 2:52 PM 3:05 PM 3:14 PM 3:21 PM 3:30 PM 3:38 PM 3:46 PM 3:52 PM 3:59 PM 4:10 PM REPORT OF DRILLED BELLED PIERS Project: CoPpell Business Center Bldg. D Project No.: 43-2452-97 ENGINEERING, INC. 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 ReportNo.: 9808117 Date of Service: 03/25/1998 Technician: B. Otis Page: 3 of 4 Pier Identification 11-H.6 11-1 11-1.4 11-1.6 11-J 11-J.4 11-J.6 I 11 -K 11-K.4 11-K.6 11-K.9 Pier Diameter (in.) 24 24 24 24 24 24 24 24 24 [ 24 24 54.0 54.0 54.0 Bell Diameter (in.) 54.0 60.0 54.0 54.0 60.0 54.0 54.0 60.0 Top of Pier Elevation (ft) 95.0 95.0 95.0 95.0 95,0 95.0 95.0 95.0 Req. Depth From Exist. Grade (ft) 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Initial Depth of Pier From Existing Grade (ft) Final Depth of Pier From Existing Grade (ft) 13.0 13.5 13.8 13.8 14.5 13.0 12.7 12.5 95.0 12.0 13.7 95.0 12.0 95.0 12.0 13.9 13.2 13.0 13.5 13.9 13.8 14.5 13.1 12.7 12.5 13.7 13.9 13.3 Depth From Top of Concrete (ft) 12.0 12.5 12.9 12.8 13.5 12.1 11.7 11.5 12.7 12.9 12.3 Condition of Bottom (wet or dry) DRY DRY YES YES DRY DRY DRY DRY DRY DRY DRY DRY DRY Plumb Within Tolerance (yes or no) 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 Reinforcing Bar Size (#) 6 6 6 6 6 6 6 6 6 6 6 Length of Vertical Bars (ft.) 11.5 12.0 12.42 12.33 13.0 11.58 11.17 11.0 12.17 12.42 11.83 Time Drilling Was Completed 12:05 PM 12:18 PM 12:30 PM 12:45 PM 12:58 PM 1:10 PM 1:23 PM 1:37 PM 1:51 PM 02:06 PM 2:15 PM Time Concrete Was Placed 4:18 PM 4:23 PM 4:29 PM 4:36 PM 4:44 PM 4:51 PM 4:58 PM 5:05 PM 5:12 PM 5:19 PM 5:24 PM REPORT OF DRILLED BELLED PIERS ENGINEERII~, INC. 8901 Carpenter Fr',vy., Suite #I00 Dallas, Texas 75247 Project: Project No.: Coppell Business Center Bldg. D 43 -2452-97 Report No.: 9808117 Date of Service: 03/25/1998 Technician: B. Otis Page: 4 Pier Identification Pier Diameter (in.) Bell Diameter (in.) Top of Pier Elevation (ft) Req. Depth From Exist. Grade (ft) Initial Depth of Pier From Existing Grade (ft) Final Depth of Pier From Existing Grade (ft) Dep~t_h. Fro~_m Top of Concrete (ft) Condition of Bottom (wet or dry) 11-L.1 24 93.5 11-B.4 24 54.0 95.0 12.0 12.0 14.4 13.0 14.5 13.5 DRY i Il 13.2 12.2 DRY Plumb Within Tolerance (yes or no) YES YES Casing Diameter (in) N/A N/A N/A Cased Depth (ft) N/A Reinforcing Bar Size (#) 6 6 Length of Vertical Bars (ft.) 13.0 11.67 Time Drilling Was Completed 2:28 PM 2:40 PM Time Concrete Was Placed 5:32 PM 5:39 PM 'REPORT OF DRILLEr'S'BELLED PIER INSPE ' ION Date of Service: 03/23/1998 Client No.: 52617000 Client: Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Services: Drilled belled pier inspection. Report No.: 980790~ Project No.: 43-245~ Project: Coppell Belt Lin Coppell On this date, an HBC Engineering technician arrived at the above re~ jobsite as scheduled for drilled belled pier inspection. See attach recorded data. 6:00am to 3:00pm (1) ¢~y ef Ccpp~MBk~ lnzp. (l) C~y ~Copp~mtr. hap. Technician Time: Technician: BIian Otis Report Distribution: (1) Lincoln Property Campmy (1) Bufl~ C~nstrucfica (1) Oq~im & Associates (1)~,~ .97 8901 Carpenter Frwy., Suite #100 Dallas, Texas 7S247 Report Date 04/01/1998 Business Center II ~ Rd. & Lakeshore Dr. Texas erenced ed sheets for I -l~ ~ring, P This r~p~ is ~clusively for ~he use c~he cl~ indicated sbove md ~ n~ be r~produced ~c~ in ~ w~he~ ~he wr~ 99Nfl~ Page 1 of I mi D. Smith, P.E. nior Project Engineer n q~roval ~'H~C Engin~ REPORT OF DRILLED BELLED PIERS ENGINEERI~, INC. 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Pier Identification A-2.1 A-2 A-3 A-2.5 A-3.5 A-4 A-4.5 A-5 i A-5.5 i A-6 I A-6.5 Pier Diameter (in.) 24 24 24 24 24 24 24 ~ _24 ~ 24 ! 24 i 24 ' Bell Diameter (in.) ................. 54.0 54.0 60.0 60.0 60.0 60.0 60.0 60.0 ~! 60.0 _~ _ __.._60 0 . ~! 60.0 Top of Pier Elevation (ft) 96.0 96.0 96.0 97.5 96.0 96.0 96.0 96:0 96.0 96.0 ~ 95.0 Req. Depth From Exist. Grade (ft) 14.0 14.0 14.0 14.0 14.0 14.0 14.0 14.0 14.0 i 14.0 i 14.0 Initial Depth of Pier From Existing Grade (ft) 14.2 14.6 14.4 14.2 15.0 14.0 14.2 14.0 15.0 / 15.0 I 14.0 Final Depth of Pier From Existing Grade (ft) 14.3 14.8 14.4 14.2 15.2 14.0 14.2 14.1 15.0 i 15.1 14.0 I Depth From Top of Concrete (ft) 12.8 13.3 12.9 12.7 13.7 12.5 12.7 12.6 13.5 13.6 i 12.5 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 Depth (ft) N/A N/A N/A N/A N/A N/A N/A N/A N/A ~ N/A N/A Cased Number of Vertical Bars (ea.) 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.) 12.25 12.75 12.42 12.17 13.17 12 12.17 12.08 13 13.08 12 Time Drilling Was Completed 06:55 AM 07:10 AM 07:21 AM 07:31 AM 07:43 AM 08:00 AM 08:14 AM 08:25 AM 08:37 AM 08:44 AM 08:53 AM Time Concrete Was Placed 11:05 AM 11:11 AM 11:18 AM 1:05 PM 1:13 PM 1:21 PM 1:26 PM 1:33 PM 2:30 PM 3:30 PM 3:37 PM Project: Coppell Business Center Report No.: 9807902 Date of Service: 03/23/1998 Proiect No.: 43-2452-97 Technician: B. Otis Page: 1 of 2 REPORT OF DRILLED BELLED PIERS Project: Coppell Business Center Project No.: 43-2452-97 ENGINEERII~, INC. 8901 Carpenter Fnvy., Suite #100 Dallas, Texas 75247 Report no.: 9807902 Date of Sarvice: 03/23/1998 'reehnieian: B. Otis Page: 2 of 2 Pier Identification A-7 A-7.5 A-8 A-8.5 1-G.4 1-G.5 1-H 1-H.6 1-1 IL Pier Diameter (in.) 24 24 24 24 24 24 24 24 24 Bell Diameter (in.) 60.0 60.0 60.0 60.0 54.0 54.0 60.0 54.0 60.0 Top of Pier Elevation (ft) 95.0 95.0 95.0 95.0 93.5 93.5 95.0 95.0 95.0 Req. Depth From Exist. Grade (ft) 14.0 14.0 14.0 14.0 14.~00 ..... 14.0 14.0 14.0 14.0 ....... Initial Depth of Pier From Existing Grade (ft) 14.0 14.4 14.2 14.0 14.4 15.0 .... 14_ .4 14.4 15.0 Final Depth of Pier From Existing Grade (ft) 14.0 14.5 1417.0 14.1 14.4 15.1 14.4 14.4 15.0 Depth From Top of Concrete (ft) 12.5 13.0 12.7 12.6 12.9 13.6 12.9 12.9 13.5 Condition of Bottom (wet or 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 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 Reinforcing Bar Size (#) 6 6 6 6 6 6 6 6 6 Length of Vertical Bars (ft.) 12 12.5 12.17 12.08 12.42 13.08 12.42 12.42 13 Time Drilling Was Completed 09:02 AM 09:10AM 09:15 AM 09:30AM 10:01 AM 10:20AM 10:30AM 10:42AM 11:00 AM Time Concrete Was Placed 3:43 PM 3:50 PM 3:58 PM 4:10 PM 4:15 PM 4:22 PM 4:35 PM 4:42 PM 4:50 PM REPORT OF DRILL BELLED PIER INSP ION Date of Service: 03/24/1998 Client No.: 52617000 Client: Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Services: Drilled belled pier inspection. Report No.: 980801 Project No.: 43-245: Project: Coppd] Belt Lh Coppd On this date, an HBC Engineering technician arrived at the above re jobsite as scheduled for drilled belled pier inspection. See attacl recorded data. Technician Time: Technicbn: Brian Offs RepoFt Distribution: (1) Li~coh Pr~my Ccmpmy (1) Bufl~' C. mztructim (1) O'Brim & Associat~ (1) AEC. C, Inc. 6:00am to 6:00pm (1) City (~' C.a~dl/Bldg. lnzp. (]) City oe C~a/C_x,~. ma,. This repc~t, is e~c~hasively f~r Rte use of~e client indicated above and ~hnll net be reproduced e~cept in full without the ~ 991~P Page 1 of 1 8901 Carpenter Frwy., S~lt~ #100 Dallas~ T~a~ 75247 ~.-97 Report Date 04/01/1998 Business Center 11 le Rd. & Lakeshore Dr. Texas erenced ~ed sheets for ~uior Project Engineer REPORT OF DRILLED BELLED PIERS Project: Coppell Business Center Project No.: 43-2452-97 Report No.: Date of Service: Technician: Page: ENGINEERING, INC. 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 98O8018 03/24/1998 B. Otis 1 of 2 Pier Identification Pier Diameter (in.) Bell Diameter (in.) Top of Pier Elevation (ft) Req. Depth From Exist. Grade (ft) Initial Depth of Pier From Existing Grade (ft) 1-E.4 24 54.0 95.0 13.0 1-E.6 24 54.0 95.0 13.0 12.6 14.5 Final Depth of Pier From Existing Grade (ft) 12.7 14.5 11.2 Depth From Top of Concrete (ft) 13.0 Casing Diameter (in) 1-F 60.0 95.0 13.0 13.0 1-F.5 24 54.0 93.5 13.0 13.5 1-F.6 24 54.0 93.5 13.0 13.0 13.3 14.0 13,0 11.5 1-G 11-B.6 11-C 11-C.4 24 24 24 24 66.0 54.0 60.0 54.0 93.5 95.0 95.0 95.0 13.0 13.0 13.0 13.0 14.3 ' 13.8 14.4 12.9 13,0 13.5 11.5 12.1 DRY DRY YES YES N/A N/A N/A N/A 6 6 11.0 11.58 07:10 AM 07:15 AM 1:33 PM 1:41 PM 13.9 12.4 Condition of Bottom (wet or dry) DRY DRY DRY DRY DRY Plumb Within Tolerance (yes or no) YES YES YES YES YES N/A N/A N/A N/A N/A Cased Depth (ft) 13.3 14.0 11.8 12.5 DRY DRY YES YES N/A N/A N/A N/A 6 6 6 6 11.33 12.0 07:34 AM 07:48 AM 2:02 PM 2:10 PM Number of Vertical Bars (ea.) Reinforcing Bar Size (#) N/A N/A 6 N/A 6 N/A N/A 24 24 54.0 60.0 95.0 95.0 13.0 13.0 13.8 14.3 13.8 14.3 12.3 12.8 DRY DRY YES YES N/A N/A N/A N/A 6 6 6 6 Length of Vertical Bars (fL) 10.67 12,5 11.5 12.42 11.92 11.75 ~ 12.33 Time Drilling Was Completed 06:50AM 06:58 AM 07:25AM 07:57AM 08:15AM 08:27 AM 08:37 AM Time Concrete Was Placed 1:15 PM 1:24 PM 1:52 PM 2:15 PM 2:23 PM 2:31 PM 2:38 PM O REPORT OF DRILLED BELLED PIERS ENGINEERING, INC. 8901 Carpenter Fvwy., Suite #100 Dallas, Texas 75247 Project: Coppell Business Center Report No.: 9808018 Date of Service: 03/24/1998 Project No.: 43-2452-97 Technician: B. Otis Page: 2 of 2 Pier Identification 1-H,4 1-1,4 1-1.6 1-J 1-J.4 1-J,6 1-K 1-K.4 i 1-K.6 i 1-L i 1-L,1 Pier Diameter (in,) 24 24 24 24 24 24 24 24 24 24 ! 24 Bell Diameter (in,) 54,0 54._0 ..... 54,0 60,0 ___5_4,~0 54,0 . _ 60,~0..... _5_4_:_0 ...... 54.~0 54,0 I 54,0 _Top of Pier Elevation (fi) 95,0 95,0 95,0 95,0 95,0 __ 95,0 95,0 95~,_0__ 95.0 93.5~ 93.5 Req, Depth From Exist, Grade (ft) 13,0 13,0 13,0 13,0 13,0 13.0 13,0 13,0 13.0 13.0 13.0 Initial Depth of Pier From Existing Grade (ft) 14.1 14.0 13.8 14.5 13.6 13.0 13.0 12.5 12.5 13.6 15.5 Final Depth of Pier From Existing Grade (ft) 14.1 14.0 13.8 14.5 13.7 13.0 13.1 12.5 12.6 13.6 15.5 Depth From Top of Concrete (ft) 12.6 12.5 12.3 13.0 12.2 11.5 11.6 11.5 11.1 12.1 14.0 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 __ Reinforcing Bar Size (#) 6 6 6 6 6 6 6 6 6 6 6 Length of Vertical Bars (ft.) 12.08 12 12.83 12.5 11.67 11 11.08 12.5 10.58 11.58 13.5 Time Drilling Was Completed 09:30AM 09:44AM 09:58AM 10:30AM 10:45AM 11:05AM 11:12AM 11:25AM 11:37AM 11:50AM 12:10PM Time Concrete Was Placed 3:00 PM 03:06 PM 3:15 PM 3:23 PM 3:29 PM 3:36 PM 3:30 PM 3:45 PM 3:52 PM 3:58 PM 4:05 PM 214630?0?0 i/,0,~/95 09:44 FAX 214630707)a=~, l~C ENGI~ERING ~r T NSMITTAL DATE: 4-1-98 TIME: A,M, TO: glo BIIJl F~ NO, ~ll Jeiji Total Pages In~uding Cover: grail Bailer Cenetrletlen ll7-589-9618 Tom Albriakt ....... O'.~!~ & A~eeelates 972-781 AECC, Ine, 9~-96 Larry Davis City ef CeFpel / Cenllr. lieF. 9tS-JO I-_~70 The inf~mat~ contained ~n ~ fa~imile me~age is legel~ pr~ileoed and ~n~ential i~o~ at~n intended on~ f~ the use of the individual or en~ named above, tf the reader of ~ me~age is not the inte ~g rocip~nL the employee or 8~nt res~ible to delive~ it to the i~tended recipient, ~u a~ ~8reby nord ~ that any dissemi- hat,n, dis~but~n ~ ~pying of this ~mmunlce~n is st~ly ~ohibit~. If ~ ~ave r~i~d this ~mu~icm ~ion in error, pleBse immed~tely ~ u5 by telephone and ream the original me~age to ~s J f the address be~w via the US Postal sauce. ~ank ~u. _ . HOUSTON- 'D~LAS AUS~ ATLANTA t3 w, S~t Houston P~y, N, 8901 Ca~enter Freeway 3913 Todd L~= 24?0 W~ndy Suite ~ 107 Suite ff 100 Suim ~312 Sui~ ~300 Houswn, Texas 77043 Dallas, Tex~ 75247 A~, Te~ 787~ ~afie~ Geo~ia 30067 Phone: (713) 722-0700 Phone: (214) 630-1010 Phone: (512) ~2-1122 Phone: (770) 618-3055 Fax: (713)722-0788 F~: (214)630-7070 Fax: (~12) 442-1181 F~: (770) 6~ 8-3015 04/01/98 09:44 FAX 2146307070 HBC ENGINEERING CONCRETE COMP SSIVE STRENGTH TEST Date of Service: 03/I 3/I 998 Report No.: 980719 Client No.: 52617000 Project No.: 43-245: Client: Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Project: Coppel] Belt Li: Coppell Services: Obtain samples of fresh concrete at the placement locations, perform requi compressive sxrength samples.** SLUMP: AIR: TEST METHOD: CONTRnCroa: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete SPECIFICATION REQUIRF-MENTS $'I'R£NGTH: 4000 psi ~ 28 Days 5, 3-6% ASTM C- ! 43 ASTM C- 172 ASTM C-39 SAMPLE LOCATION: FrOm ~pan. joint E. 7'W/2'N CYLINDER MARKED SET NO. MEASURED SLUMP 5.50 5.50 5.50 5.50 PROSECT DATA CONCRETE CI..A~: 9351 Pt.~CEWmWrDATE: 03/1311991 ~5~LED: 5:10 ~ BY; w~ut~ commons: Cold, r~ T~T~E(~-AtR 45 r TRUCK NO: 73 6 ~c~ MR CO~E~ (%): 4.0 ~ P~CEM~ ~ON: Paving,, p~ng dock b~n Buildings B ~ REPORT OF TESTS DATE AGE LOAD TF3TED (da~s) pbs. force) 03/20/1998 7 95270 03/20/1998 7 90010 Average 04/10/1998 28 04/I O/1998 28' Tlx~ m~ort is exclusively l'or ma usc or' thc cleat indicated abov~ and shnlI not b~ rcproduced exgp£ in full 0IAK Page I of 9 002/011 ENGINEERIlq3, INC. 8901 Carpenter Frwy. Suite #lO0 Dallas. Texas 75~7 Report Date 03/24/1998 -97 Business Center II te Rd. & Lakeshore Dr. Texas ed field test and cast ; BATCtlTIM~; 4;40 am lack Farris tm :ONCRETE: 60 F ZT NO: 652310 rrr wgiGmr (pcO: N/A CCUMULATIVE YARDS: COMPRE.~IVE STRENGTII 3370 3180 3280 FRACTURE TYPE vTRT, e. approval ofHUC £ngin~-'rlng, inc. . 04/01,/98 09:44 FAX 2146307070 HBC ENGINEERING CONCRETE COMPRESSIVE STRENGTH TEST Date of Service: 03/13/1998 Report No.: 980715 Client No.: 52617000 Project No.: 43-245 Client: Lincoln Prope~y Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Project: Coppel Belt Li Coppel Services: Obtain samples of fresh concrete at the placement locations, perform requ compressive strength samplcs.** CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete rLAl~rn 22 : SPECIFICATION gEQUIREMgNTS sTRENGTH: 4000 psi ~ 28 Days SI.L] MP: ~" nm: 3-6% TF~ M[~OO: AS~ C-14~ AS~ C- 172 ASTM C-39 SAMPLE LOCATION: From NW comer, PROJECT DATA CONCRg~g CRASS: 935 I PLACEMENT DATE: 03/13/199: TIME SAMPI.ED." 6:00 am BY: wrff, TaZg co~moNs: Cold, ~.~,~ERAXURZ (F)- Am 42 F TaVCKNO: 730 ~( AIR CONTENT (%): 3.2 PLACEMENT LOCATION: Se~ page 1 .1 , , REPORT OF TESTS CYLINDER MEAS~D MAXIMUM MARKED SLUMP DATE AGE LOAD SET NO. (inches) TESTED (days) (Ihs. force) 5.75 03/20/1998 7 77650 5.75 03/20/199 g 7 79920 Average 04/10t1998 28 04/I 011998 28 2 3 5..75 2 4 5.75 01AK 003/011 8901 Carpenter Frw%, Suite #100 Da$[as, Texas TS'IA? I Report Date 03/24/1998 -97 Business Center II ne Rd. & Lakeshore Dr. l, Texas ired field test and cast ] DATCHTIME; 5;20 am Jack Fan-is CONCRETE: 60 F :gT NO: 652322 ~T W~.IGKr (pc0: N/A This report is cxclusively foe the use of The client indicatgd above ~md shall not be r~produo~d exoept in full wRhouc Page 2 of 9 kCCI.IMULATIVE YARDS: 1 I0 COMPRE.~I'VE STRI~GTH (psi) 2750 2830 2790 writ;cn appeoval of HBC Engin~rlng. Inc. 04/01/98 09:45 FAX 2146507070 ltBC ENGINEERING CONCRETE COMPRe:SSIVE STRENGTH TE T ! _ Date of Service: 03/13/1998 Report No.: 98071~ Client No.: 52617000 Project No.: 43-245 Client: Lincoln Property Company 3300 Lincoln Pla~/[,arry Moon 500 North Akard Street Dallas TX 75201-3394 Project: Coppel Belt Li Coppel Services: Obtain samples of fresh concrete at the placement locations, perfom~ requ compressive strength samples.** STRENGTH: SLUMP: AIR: TES'r METHOD: CONTaC'fOR: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete ecA~rr: 22 SPECIFICATION REQUIREMF, NTS 4000 psi ~ 28 Days 3-6% ASTM C-143 ASTM C-172 ASTM C-39 SAMPLi~- LOCATION: FrOm NI~ comer, 5'S/6'W PROJECT DATA CONCmn'~; O dss: 93 51 PI, ACT, MI;NT DATE: 03/13/199: W~R CONmT~O~S: Cloud~ TE~E~T~g (~-AIR 41 F TRUCK NO: ~ 14 TI( ~m co~ (%): 3.0 P~C~ L~ATION: S~e p~e I CYLINDER MEASURED MARKED SLUMP . DATE AGE LOAD Sel'r -' NO. (inched TF.,b~i;D (days) (11~ REPORT OF TESTS MAXIMUM 3 I 5.00 )3/20/1998 7 122100 3 2 5.00 03/20/1998 7 120290 Average 3 3 5.00 04/10/1998 28 3 4 5,00 04/10/1998 28 01AK This report is exclusively tbr tho usc et'Lbo client indic, ate4 above und shaJl not be reproduced except in full without tim Page $ of 9 004/011 ENGE~'RII~, INC. 8901 Carpenter Frwy., Suitc #100 Dallas. Texn~ 75247 ,[ -97 Report Date 03/24/1998 Business Center II ae Rd. & Lakeshore Dr. 1, Texas ired field test and cast ~ BATCH TIME: 6:45 am Jack Fan'is ; cold CONCRETE: 60 F ~r~o: 629716 Nh' WEIG~Tr (pcO: N/A ,CC~Mtrb*TtV~ YARDS: 230 COMI~RESSIVE (psi) 4320 42:50 4290 FRACTURE TYPI~ written ,'.,pprovaJ ofHBC Engin~ring. Inc. 04/01/98 09:45 FAX 214650?070 NBC ENGINEERING CONCRETE COMPRESSIVE STRENGTH TEST Date of Service: 03/13/I998 Report No.: 9507191 Client No.: 52617000 Project No.: 43-2452 Client: Lincoln Property Company Project: 3300 LincoLn ?[aza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Coppell Belt Lin Coppell Services: Obtain samples of fresh concrete at the placement locations, perform requi: compressive stren~J~ samples.** KI'R£NG'rH: SLUMP: AIR: TEST METHOD: CONTRACTOR: Butler Const~ct/on CONCRETE SUPPLIER: [~ioneer Concrete PLANT; 22 SPECIFICATION REQUIREMEN~ 4000 psi ~ 28 Days 3-6% AS~ C-143 AS~ C- 172 PROJECT DATA CONCa~r~ CL^S& 935 pta, czt+/mt,rrRA'rz: 03/13/1998 TIME SAMPLED: 7:50 w ~n'rm,.a CONnrnonS: Cloudy. TEMPERATURE (F) - AIR 41 F 'mVCK NO: 1805 TICK AB CONTENt (%): 3.2 PLACEMENT LOCATION; Se,= page I SAMPLE LOCAI'ION: From NW comet, 6'S/9'E CYLINDER MARKED SET NO. REPORT OF TESTS MEASURED MAXIMUM SLUMP DATE AGE LOAD (.incheS) TL~3gD ' (day~) (lbs. force) 4 I 5,50 03/2011998 7 102460 4 2 5.50 03/20/1998 7 105840 Average 4 3 5.50 04/I0/1998 28 4 4 5.50 04/10/!998 28 01AK This rcpm't is cxclo$ivcly for thc u.nc of~c client indicated above a~d sh~[I not be reproduced exeepl in ~11 wRhout fl~c' Pag· 4 of 9 005/011 8901 Carpenter Frwy. S#Re #100 Dallas, Texas '/5247 Report Date 03/2a/1998 -97 Business Center I1 · Rd. & Lakeshore Dr. Texas field test and cast BATCH TIME: 7:25 am ack Farris cold .'ONCRETE: 60 F ~TNO; 652355 'ITWEIGI/T (pc0: N/A ~C~JIs~IJLA~E YARDS: 330 COMPRFa~IVE .~q'RENGTH (~i) 3620 3?40 3680 FRACTURE TYPE approval of HBC Engineering. Inc. 04/01/98 09:45 FAX 2146307070 IIBC ENGINEERING 'CONCRETE COMPRESSIVE STRENGTH TESf Date of Service: 03/13/1998 Report INn.: 980719 Client No.: 52617000 Project No.: 43-245~ Client: I. incoln Property Company Project: 3300 Lincoln Plaza/Larry Moon 500 North Akard $[reet Dallas TX 75201-3394 Coppell Belt Lin Coppell, Services: Obtain samples of fresh concrete at the placement locations, perform r~qui~ compressive strength samples.** CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer Congrete eLnr~'r: , 22 Svr:Ctr~C,~TJON REoum~-M~NTS STR~NOT~; 4000 psi ~ 28 Days SLUMP; 5" ~: 3-6% T~ ~grmm: ASTM C-143 ASTM C-172 AS~ C-39 PROJECT DATA co~cl~-~ CLASS: 9351 rLnC~M~rr on~. 0311311998 TIME SAMI'LF.~: 9:40 am BY; J Wr.~THgR CONDITIONS; Cloudy, Tgl~.~~-~ 47 ~ C ~UCK NO: 841 TiC~ Am CO~ (%): 3.0 e~C~ME~ ~CA~ON: Sc~ p~ I SAMPLE LOCATION: From NE corne~; 3'$/5'W CYLINDER MARKED SET NO, MEA~UR£D SLUMP (inches) 5 1 5.50 5 2 5.50 5 3 5.50 5 4 5.50 REPORT OF TESTS MAXIMUM DATI5 AGE LOAD 1T31'ED (dayJ) (Ib~. force) 03/20/1998 7 100660 03/20/1998 ~. 7 1.05790 Average 04t10/1998 28 04/10/1998 28 A( 'l'hi.~ report im cxcln$ivcly tb~' th* use of the client i,dicatcd abo4e and shall not be reproduced e~cept in full wi~0ut th~ ~ 01AK Page 5 of 9 ,97 006/011 8901 Curpeuter Frwy., Suite #100 Oallna. Texan 75247 Report Date 03/24/1998 Business Center II ; Rd. & Lakeshore Dr. Texas field test and cast BATCIITIME: 9:I6 am ~k Farris enid ;TNO: 652382 [T WEIGHT (peri: :CUMUI~ YARDS: 440 COMPR~IVE STRE:NGTH (psi) 3560 3740 3650 TYPE itten approval of NBC £ngino~ring. [n~. 04/ql/96 09:46 FAX 2146307070 HBC ENGINEERING CONCRETE COMPRESSIVE STRENGTH TES'r i _il Report No.: Date of Service: 03/13/1998 980719 Client No.: 52617000 Project No.: 43-245: Client: Lincoln Property Company Project: 3300 Lincoln Plaza/Larry Moon 500 North Akard Strut Dallas TX 75201-3394 Coppel Belt Coppel: Services: Obtain samples of fresh concrete at the placement locations, perform requi compressive strength samples.** CONTRACTOR: Butlor Construction CONCRETE SUPP~-me: Pioneer Concreto PC*nT: 22 SPECIFICATION REQUIREMENTS SXaE~a'rm 4000 psi ~ 28 Days SLUMP: ~" nm: 3-6% T~ ~ ZT~OO: ASTM C- I ~3 ASTM C- ] 72 ASTM C-39 SAMPLE LOCATION: From SE corner, 6~N/4'W CYLINDER MEAb-~R~ MARKI~D SL~.IMP DATE SET NO. ,~ {inches) ~, TEb~ED 6 1 6.00 03/20/1998 6 2 6.00 03/20/1998 6 3 6.00 6 4 6.00. PROJECT DATA CONCRETE CLASS: 93 5 l e/..,ACE~NT DATE~ 03/13/1995 TIME SAMPLED; 11:10 am BY,. ~ WEATHER CONDITIONS: Cloudy: T~MPERATLrR£ (F) - AIR 47 TRUCK nO: 802 TICK AIR COWrZ~r (%): 4.2 ur P LA CleMeNT LOCATION: See page i REPORT OF TESTS MAXIMUM AGE LOAD (days) Obs. £oree) 7 72070 7 75260 Average 04/10/1998 28 04/10/1998 28 This report is exclusively for thc usc of the r, lielll i~ldicateg -abOVe and shall ~tol be repmdu~d except in fi~ll without 01AK Page 6 .97 007/011 8901 Carpenler Frwy. Suite #100 · Dallas, Texas 752.17 Report Date 03/24/1998 Busines~ Center II le Rd. & Lakeshore Dr. Texas ~d field test and cast BATCH TIM1[: ] 0:40 am Iack Farris cold ~ONCRRTE: 60 F :1' no.. 652402 ITWEIGIIT (Pc0: N/A ~.CUMUL~TIVg YAgDS: 550 STRENGTlt 2550 266O 2610 ritt~n approval ofllOC E~gineering Inc. 04/01/98 09:46 FAX 2140307070 HBC ENGINEERING CONCRETE COMPRESSIVE STRENGTH TEST Date of Service: 03/13/1998 ReportNo.: 98071' Client No.: 52617000 Project No.: 43-24 Client: Lincoln Property Company Project: Coppel 3300 Lincoln Plaza/Larry Moon Belt Lil 500 North Akard Street Dallas TX 75201-3394 Coppell Services: Obtain samples of fresh concrete at the placement locations, perform re~ui compressive strea~gth samples.** CONTRACTOR: Butler C°nstmct/on CONCRETE SUPPLIER: Pioneer Concrete PLANT: 22 SPECIFICATION REQUiReMENTS S~ENGT~: 4000 psi ~ 28 Days SLUMP: 5" niX; 3-6% 'r~ METHOm ASTM C- 143 , As~ c. 17z ASTM C-39 S~PLE ~)CATION; From SE ~om~' 15~112'W PROJECT DATA concRtrr~ class: 9351 eCACr..~m~ DATE' 03/13/19911 rV, m SAMrCEV: 12:40 pm WEA'mER CONOITIONS: Cloudy: TEMPERATURE (F) - AIR 49 F 'I'RUCK NO; 736 TICK Am cONTENT (%): 4.2 PI.ACI',MENT LOCATION: Sec page 1 CYLINDER MARKED SET NO. MEASURED SLUMP (inches) REPORT OF TESTS MAXIMUM DATE AGE LOAD TESTED (days) (lbs. force} 7 I 5.75 03/20/1998 7 98200 7 2 5.75 03/20/1998 7 93030 Average 7 3 5.75 ' 04/10/1998 28 7 4 5.75 04/10/1998 28 Al '11~i$ rcpo~t is exclusively thc tile use of the client indicated above and shall not bc reprodm;ed exempt in fidl without lite OIAK Page 7 of 9 008/011 8901 Carpenter Fnvy., Suile #100 Dallas, Te~, 75247 Report Date 03/24/1998 -97 Business Center Il te Rd. & Lakeshore Dr. Texas field test and cast BATCh-mirth: 12:00 pm ack Farris cold :ONC:R~rI'B: 60 F rr ~o: 652422 mr WEIGHt' (pc0: N/A 3CUMUIt, ATIVEYARDS: COMPRESSIVE STRENGTH (p~} 3470 3290 3380 620 approval of IIOC Engineering, In0. 04/01/98 09:46 FAX 2145307070 HBC ENGINEERING CONCRETE COMPRESSI STRENGTH TEST Date of Scrvice: 03/13/1998 Report No.: 980719 Client No.: 52617000 Project No.: 43-245_', Client: Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 7520]-3394 Project: Coppell Belt Li~ Coppell Services: Obtain smnples of fresh concrete at the placement locations. I~rform requi~ compressive strength samples.** PROJECT DATA COnnO, cxor~: Butler Con,mOtion CONCRgTE CmS: 9351 CO~Ca~ su~rm~: Pioneer Con~r~ rLnC~ VAT~: 03/13/1998 SPEC[FlEA.ON REQU~MEN~ WEA~RCO~mONS: Cloudy, S~E~G'rm 4000 psi ~ 28 Days 'r~~ ~ .Am 50 r c SLUMP: 5' ~UCK NO: 769 ~C~ ~a: 3-6% nm co~l~); 4.2 TEST METHOD; ~STM C- ] ~3 P~C~E~ ~CATION: AS~ C- 172 s~ pas~ ~ ASTM C-39 SAM~)LE LOCATION: From SW corn.ct.' 10'N/6~~ REPORT OF TESTS CYLINDI~R MEASURED MAXIMUM MARKED SLUMP DATE AGE LOAD SET NO. (inches) TF. VrED (days) Ob~ force) 8 1 5.50 03/20/1998 7 74240 8 2 5.50 03/20/1998 7 77570 Average 8 3 5.50 04/10/1998 28 8 4 5,5.0 .~ 04/10/1998 28 AC OIAK This rcpoa is e. xclu.qivciy 1hr th= u~ of th= clicnt indicated ab~vC ;md shidl no; tx: eOprOduced except in full wRhoo; rite wrh Page 8 of 9 009/011 8901 Carpenter Fray., Suite #100 Dallas. Texas 752,17 Report Date 03/24/1998 .97 Business Center Il · Rd, & Lakeshore Dr. Texas ed field test and cast BATCH'lIME: 1:17 pm ack Fan'is cold ONCRF, T~-' 62 ~' :r ~o: 652447 X v~IGlt¥ (pcO: N/A CU~UCA'IlV~ Ynims: 730 COMPRESSIVE .~I'RENGTH (pul) 2630 2O0 FRACTURE TYPE approval of HR(;; Engin~fing. Inc. 04/01/98 09:47 FAX 2146307070 HBC ENGINEERING ' CO CRETE COMpR,%sSIVE STRENGTH TESt 010/011 ~901 Carpenter Frwy. Suite #ltO0 l)nl[al, TcxM Date of Service: 03/] 3/199g Report No.: Client No.: 52817000 Project No.: Client: Lincoln Property Company Project: 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Services: SLUMF: AIR: '1~'1' METIIOD. 980719 43-245~ Coppell Belt Coppell Obtain samples of fresh concrete at t~e placement locations, perform requii compressive strength samples.** CONTRACTOR: ButLer Construction CONCRETE SUPPLIER: Pioneer. Concrete Pt.n~rr: 22 SPECIFICATION REOUIREMENTS STRF, NC'rH: 4000 psi ~ 28 Days 3-6% ASTM C- 143 ASTM C- 172 ASTM C-39 SAMPI.E LOCATION; From SW corner, 2'N/4'E PROJECT DATA co~ceEr~ CRASS: 935 l P~C~gNT ratE: 03/13/I 998 TIME SAMlaLED: 3:50 pm BY; J; WEnTHr=~ CONOrrlONS: Cloudy, TEMPERATURE (F) - AIR 50 F C TRUCK NO: 373 TIC~ A~ CO~ (%): 3.0 ~ P~CE~ LO~ON: CYLINDER MEASURED MARKED SLUMP SET NO. (iuche~) 9 I 5.00 9 2 5.00 REPORT OF TESTS 01AK 9 3 5.00 9 4 5.00 -97 Repor~ Date 03/24/1998 Business Center II ¢ Kd. & Lakcshore Dr. Texas Technician: Jack Farris Report DLntributlon: (1) Lincoln Property Company {1) Bullet Cons~rucriofl (I) O'8rien & A~.~ociate~ (l) ^ECC, MAXIMUM DATE AGE LoAn TESTED (da~) (lbs. for~e) 03/20/1998 7 96450 03/20/1998 7 92500 Average cd field test and cast BATCH TIME: 3:10 pm ~ck Fan'is 04/10/1998 28 04/10/1998 28 AC Started: 3:00 am Finished: 4:30 pm (1) City ofCoppell/BId~. Insp. (]) City ofCoppell/Cofl$[r, lnsp. This repeal it; exclusively Ibr [he u~e of the cEicn[ itldicat~d abOVe and ~hell riot be reproduced oxcep[ in full without Ule writ[ Page 9 of 9 :old 3NCRETE: 61 rNO: 652469 T WEIGRT (Dc,O; N/A 2UMULATITE YARD~; 840 ,'OMPRESSIVE STRENGTH (pi) 34~0 3270 3340 FRACTURE TYPE ugene Harbour Vice Presidcnz en approv',d of HRC ~nginee~ing, Inc. 04/01/98 09:47 FAX 2146307070 HBC ENGINEERING ~ 011/011