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Northlake 635(3)-LR 980430CONCRETE COMPRW'" IVE STRENGTH TES Date of Service: Client No.: Client: Services: 04/01/1998 52617000 Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Report No.: 9808665 Project No.: 43-2452-9 Project: Coppell B Belt Line ] Coppell, 'I Obtain samples of fresh concrete at the placement locations, perform requirer compressive strength samples.** 8901 Carpenter Frwy. Suite #100 Dallas, Texas 75247 Report Date 04/30/1998 siness Center II kd. & Lakeshore Dr. exas · field test and cast SLUMP: AIR: TEST METHOD: CONT~CTOR: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete PLA~: 22 SPECIFICATION REQUIREMENTS STHEn~;TH: 3500 psi ~ 28 Days 5" N/A ASTM C-143 ASTM C-172 ASTM C-39 SAMPLE LOCATION: 1.5-A, l-A, I-A.5 CYLINDER MEASURED MARKED SLUMP DATE SET NO. (inches) TESTED 1 1 6.25 04/08/1998 1 2 6.25 04/08/1998 1 3 6.25 04/29/1998 1 4 6.25 04/29/1998 PROJECT DATA CONCRETE CLASS: 9337 PLACEMEWr DATE: 04/01 / 1998 TIMESAMPL~D: 12:00 pm BY: Bri WEATHER CONDmONS: Clear and ~ TEMPERATURE(I~-AIR 70 V CO1 TRUCK NO: 846 TI~ AIR CONTENT (%): N/A u~rr PLACEMENT LOCATION: Piers on Building D REPORT OF TESTS ACC MAXIMUM AGE LO.M} (days) Ob~. force) 7 91220 7 89730 Average 28 121970 28 117600 Average BATCHTIME: 10:52 am an Otis nild ~Cm~TE: 82 r No: 646009 WEIGHT (pe0: N/A ~MOLA~rV~ YAm)S: 20 rrRENGTH '(pal) 3230 3170 3200 4310 4160 4240 TYPE See Report 9808664 for technician time T~chnician: Brian Otis Report Distribution: (1) Lincoln Prop=ny Company (1) Buffer Construction (1) O'Brien & Associates (1) AECC, Inc. S~n~: N/A Finished: N/A (1) City of Coppell/Bldg. Insp. (1) City of Coppell/Constr. Insp. (1) Muilcn & Pow¢ll Tcchnistmcturcs I'-l~ En~~~ Inc. This report is exclusively for the usc of thc cticnt indicated above and shall not be reproduced except in full without the writ~ E~,gene Harbour Vice President a approval of HBC Engineering, inc. 01AK Page 1 of 1 CONCRETE COMPRF IVE STRENGTH TES Date of Service: 04/01/1998 Report No.: 9808663 Client No.: 52617000 Project No.: 43-2452-~ Client: Lincoln Property Company Project: 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Coppell E Belt Line Coppell, '~ Services: Obtain samples of fresh concrete at the placement locations, perform require compressive strength samples.** SLUMP: AIR: TEST METHOD: CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete rLnNT: 27 SPECIFICATION REQUIREMENTS Sr~N(~TH: 3500 psi ~ 28 Days 5** 3-6% ASTM C- 143 ASTM C- 172 ASTM C-39 PROJECT DATA CONCRETE CLASS: 9337 PLACEMENT DATE: 04/01/1998 TIME SAMPLED: 4:35 am BY: F_~ WEATHER COnOmoNs: TEMPERATURE (F) - AIR TRUCK NO: 546 AIR CONTENT (%): N/A PLACEMENT LOCATION: Panels 80 - 92 Clear, coc 53 F co TICKE'[ SAMPLE LOCATION: Panel 82 REPORT OF TESTS CYLINDER MEASURED MAXIMUM MARKED SLUMP DATE AGE LOAD SET NO. (inches) TESTED (days) Obs. force)' 1 1 5.50 04/08/1998 7 104170 1 2 5.50 04/08/1998 7 106660 Average 1 3 5.50 04/29/1998 28 104450 1 4 5.50 04/29/1998 28 99790 Average ACC C This r~ort is exclusively for the use of the client indicated above and shall not be r~produceA except in full without tbe writt 0IMP Page I of 2 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 04/30/1998 ,7 usiness Center II Rd. & Lakeshore Dr. ?exas field test and cast BATCHTIME: 4:05 am tie Elrod and starry · cekn~: 63 F r~o: 659002 WEIGIYr (pcf/: N/A UMULATIVE YARDS: 60 STRENGTH (psi) 3680 3770 3730 3690 3530 3610 TYPE :n ~oproval of HBC Engineering, ln~. CONCRETE COMPRE 'SIVE STRENGTH TES Date of Service: 04/01/1998 Client No.: 52617000 Report No.: Project No.: Client: Lincoln Property Company Project: 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 9808663 43 -2452-9 Coppell B Belt Line l Coppell, ~1 Services: Obtain samples of fresh concrete at the placement locations, perform require~ compressive strength samples.** ENGINEERIM3, INC. 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 04/30/1998 ~siness Center II ?,d. & Lakeshore Dr. 'eTas field test and cast SLUMP: AIR: TEST METHOD: CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete PLA~r: 27 SPECIFICATION REQUIREMENTS S'I~ENG'm: 3500 psi ~ 28 Days 5" 3-6% ASTM C- 143 ASTM C- 172 ASTM C-39 SAMPLE LOCATION: Panel 88 CYLINDER MEASURED MARKED SLUMP SET NO. (inches) 2 1 5.00 2 2 5.00 5.00 5.00 2 3 2 4 PROJECT DATA CONCRETE CLASS: 9337 PLACEMENT DATE: 04/01/1998 TIME SAMPLED: 5:15 aIn BY: Ed WEATHER CONDITIONS: Clear and TEMPERATURE (F) - Am 53 F CO1 TRUCK NO: 1803 TICKET AIR CONTENT (%): N/A tr~rr PLACEMENT LOCATION: Panels 80 - 92 REPORT OF TESTS Technician: Eddie Elrod MAXIMUM DATE AGE LOAD TESTED (days) Obs. force) 04/08/1998 7 103820 04/08/1998 7 100440 Average 04/29/1998 28 126000 04/29/1998 28 117890 Average Started: 3:00 am Finished: 6:30 am ACC © BATCHTIME: 4:47 am lie Elrod :ool ~Cl~'rE: 65 F no: 659010 wzm~rr (pcO: N/A IM~LA~ YAm)S: 140 ~MPRF_~IVE iTRENGTH (~) 3670 3550 3610 4460 4170 4320 Report Distribution: (1) Lincoln Property Company (I) Butler Construction (1) O'Brien & Associates (1) AECC, lno. (1) City of Coppell/Bldg. lnsp. (!) City of Coppell/Constr. lnsp. (i) Mullen & Powell Technistmctures E1 This report is exclusively for thc use of thc client indicated above and shall not be reproduced except in full without the writ~ Engine. ~gene Harbour Vice President approval of HBC Engineering, Ino. 0IMP Page 2 of 2 CONCRETE COMP IVE STRENGTH TES Date of Service: Client No.: Client: 04/22/1998 52617000 Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Report No.: 9810366 Project No.: 43-2452-S Project: Coppell B Belt Line Coppell, Services: Obtain samples of fresh concrete at the placement locations, perform requir{ compressive strength samples.** SLUMP: AIR: TEST METHOD: CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete PLANT: 1 6 SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi ~ 28 Days 5" N/A ASTM C-143 ASTM C- 172 ASTM C-39 PROJECT DATA CONCRETE O_ASS: 9351 Pt~CEMEWr DATE: 04/22/1998 TIME SAMPLED: 9:15 am BY: Bri WEATHER CONDITIONS: Clear, mil~ TEMPERATURE (F) - Am 66 F COl TRUCK NO: 738 TICKET AIR CONTENT (%): N/A gNrr PLACEMENT LOCATION: Paving, between Buildings A & C SAMPLE LOCATION: CYLINDER MARKED SET NO. See attached diagram REPORT OF TESTS ACC MEASURED MAXIMUM C~ SLUMP DATE AGE LOAD (inches) TESTED (days) 0b~. force) I I 6.75 04/29/1998 7 72040 ! 2 6.75 04/29/1998 7 78590 Average 1 3 6.75 05/20/1998 28 ! 4 6.75 05/20/1998 28 Note: Contractor controlled water. Samples taken directly from trucl was tailgated. Slumps ranged from 6.00" to 9.00" This report is exclusively for the use of thc client indicated above and shall not be reproduced except in full without the writts 01AK Page 1 of 2 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 04/30/1998 usiness Center II Rd. & Lakeshore Dr. 'e×as field test and cast BATCHTIME: 9:08 am m Otis CRETE: 72 F NO: N/A WEIGHT (pc0: N/A JMULATIVE YARDS: )MPRESSIVE STRENGTH (psi) 2550 2780 2670 80 TYPE Paving n approval ofHBC Engin~ring, Inc. .CONCRETE COMPR_P' IVE STRENGTH TES'"' Date of Service: 04/22/1998 ReportNo.: 9810366 Client No.: 52617000 Project No.: 43-2452-~ Client: Lincoln Property Company Project: 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Coppell B Belt Line Coppell, 1 Services: Obtain samples of fresh concrete at the placement locations, perform require~ compressive strength samples.** SLUMP: AIR: TEST METHOD: CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete PLANT: 16 SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi ~ 28 Days 5" N/A ASTM C- 143 ASTM C- 172 ASTM C-39 PROJECT DATA CONCRETE CLASS: 9351 PLACEMENT DATE: 04/22/1998 TIME SAMPLED: 10:31 am BY: Bri WEATHER CONDITIONS: TEMPERATURE (F) - AIR TRUCK NO: 800 AIR CONTENT (%): N/A PLACEMENT LOCATION: Sec page I Clear, mil; 68 F COl TICKET UNIT SAMPLE LOCATION: Sec attached diagram CYLINDER MARKED SET NO. MEASURED SLUMP (inches) 2 1 7.50 2 2 7.50 2 3 7.50 2 4 7.50 REPORT OF TESTS MAXIMUM DATE AGE LOAD TESTED (days) (lbs. force) 04/29/! 998 7 69630 04/29/1998 7 61630 Average 05/20/1998 28 05/20/1998 28 ACC Note: See page 1 Technician: Brian Otis Report Distribution: (I) Lincoln Property Company (I) Butler Construction (I) O'Bricn & Associates (I) AECC, Inc. Started: 9:00 am Finished: 12:00 ( I ) City of Coppcll/BIdg. lnsp. (i) City of Coppell/Constr. lnsp. ' (l) Mullen & Powell Technislructu~s 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 04/30/1998 asiness Center II ~d. & Lakeshore Dr. 'exas field test and cast BATCHTIME: 10:07 am ~n Otis CRETE: 72 F NO: N/A WEIGHT (per): N/A JMULATIVE YARDS: )MPRESSIVE ;TRENGTH (psi) 2460 2180 170 FRACTURE TYPE This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the writt¢ Vice President approval of HBC Engineering Inc. 01AK Page 2 of 2 CONCRETE COMP IVE STRENGTH TES Date of Service: Client No.: Client: 04/22/1998 52617000 Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Report No.: 9810371 Project No.: 43-2452-! Project: Coppell [ Belt Line Coppell, Services: Obtain samples of fresh concrete at the placement locations, perform require compressive strength samples.** SLUMP: AIR: TEST METHOD: CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete PLANT: 19 SPECIFICATION REQUIREMENTS STRENGTH: 3500 psi ~ 28 Days 5" N/A ASTM C-143 ASTM C-172 ASTM C-39 PROJECT DATA CONCRETE CLASS: 9337 PLACEMENT DATE: 04/22/1998 TIME SAMPLED: 5:40 pm ay: Br WEATHER CONDITIONS: Clear, mil TEMPERATURE (F) - AIR 73 F CO TRUCK NO: 763 TICKE'! AIR CONTENT (%): N/A UNn PLACEMENT LOCATION: Piers SAMPLE LOCATION: 2-E.9, 10-A. 1, 10.9-A.9 REPORT OF TESTS CYLINDER MEASURED MARKED SLUMP DATE SET NO. (inches) TESTED I 1 6.50 04/29/1998 1 2 6.50 04/29/1998 1 3 6.50 05/20/1998 1 4 6.50 05/20/1998 MAXIMUM AGE LOAD (days) (lbs. force) 7 81470 7 74920 Average 28 28 AC( £ Technician time on report 9810370. Technician: Brian Otis Report Distribution: (I) Lincoln Property Company (!) Butler Construction (I) O'Brien & A~sociatcs (I) AECC, Inc. Started: Finished: (1) City ofCoppcll/Bldg. Insp. (1) City of Coppcll/Constr. lnsp. (1) Mulico & Powell Technistructurcs 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 04/30/1998 ;usiness Center II Rd. & Lakeshore Dr. [%xas :! field test and cast BATCHTIME: 4:20 pm ian Otis d NCRETE: 78 V NO: 685957 ~WEIGnT (pc0: N/A IMULATIVE YARDS: 10 ~MPRESSIVE STRENGTH (psi) 2880 2650 2770 TYPE This report is exclusively for thc usc of thc client indicated above and shall not bc reproduced except in full without thc wftt Vice President ,'n approval of HBC Engineering, Inc. 01AK Page I of I REPORT OF DRILLEE"'3ELLED PIER INSPEC" ION Date of Service: 04/22/1998 Report No.: 9810370 ClientNo.: 52617000 Project No.: 43-2452-9 Client: Lincoln Property Company 3300 Lincoln Plaza/La~ Moon 500 North Akard Street Dallas TX 75201-3394 Project: Coppell B Belt Line Coppell, 1 Services: Drilled belled pier inspection. On this date, an HBC Engineering technician arrived at the above refel jobsite as scheduled for drilled pier inspection. See attached sheet~ recorded data. NOTE: Structural Engineer of Record was contacted by contractor, Chri~ with Butler Construction, before this pier was drilled. Chris HBC technician to move pier location over one foot south from ol location ~nd drill pier. After pier was drilled, original pier which had been backfilled, caved off into new pier location. P belled and concrete was not placed. At end of work on this dat. not been backfilled. Technician Time: 12:00pm to 7:00pm Technician: Bhan Otis RepoFt Distribution: (1) Lincoln Propaty C¢~npmy (1) Butler C, mamaim (1) O'Bri,- & Assodatcs (I) AECC, Inc. (1) City of Coppdl/Bldg Insp. (1) City ~f Coppem/Cmstr. ma,. (1) Mullm & Powdl Te.4mi~ctur~s 8901 Carpenter Frwy., Suite #100 Dallas, Trams 75247 Report Date 04/30/1998 isiness Center II kd. & Lakeshore Dr. ~xa5 snced for :Butler .nformed :iginal location, ker was not 3, pier had I-l~ Eng~ Inc. T~ r~p~ ~ exclu~vely f~x the use c~the cl/~t ind/c~ed above md shall n~t be reproduced except in full wither the ~ Page 1 of 1 Prod D. Smith, P.E. Sea ior Project Engineer apwoval ~ HBC l~n~anea'ia~ In~ REPORT OF DRILLED BELLED PIERS 8901 Carpenter Finny., Suite #100 Dallas, Texas 75247 Project: Project No,: Coppell Business Center II-Building A, B and C Coppell, Texas 43-2452-97 Report No.: 9810370 Date of Service: 04/22/1998 Technician: B, Otis Page: J Of 2 A A A A A A A R R C Oier Identification 1-A i 1.1-D 2-D.9 5.5-D.9 6.5-D.9 i 10-D.9 i 10.9-D ! 2-E.9 2-F i 7-A i 7-B Pier Diameter (in.) 24 18 18 18 18 i 18 [ 18 18 I 24 i 24 24 Bell Diameter (in.) 54.0 36.0 !36.0 i 36.0 36.0 !36.0 36.0 36.0 !54.0_. ---72'0 r i 54.0 Top of Pier Elevation (ft) 95.0 97.0 I 97.0 97.5 97.5 i 97.0 97.0 95.5 !,,,, ,~.,,-, ,,. 93.5 Req. Depth From Exist. Grade (ft) 14.0 14.0 ' 14.0 14.0 14.0 I 14.0 14.0 14.0 i 14.0 14.0, 14.0 Initial Depth of Pier From Existing ~ i i Grade(ft) !~:3_ .......... 15,~0_ i 15._8 16.0 _ _1_5_,?_ !3:8 . _ 16,0 14,0 . 14,~0_ 15,0 _ ~1_3._9 Final Depth of Pier From Existing I Grade (ft) 14,5 15.1 16.0 16,0 15,0 14,0 16,0 14,0 SEE NOTE 15,0 14,0 Depth From Top of Concrete (ft) 13,0 13.1 ....... i..1__~._5 .... 14,0 13,0 i !.3_:0_ ...... 14,0 12,5 SEE NOTE 13,0 __12,~5 / Condition of Bottom (wet or dry) _D_RY DRY _D!~y. DRY DRY ~ DRY DRY DRY __DRY DRY _ D~R_Y Plumb Within Tolerance (yes or no) _ YES_ ......... YE~S YES . YE~S ........ YE~S_ i Y_ES_ YES __Y_E_S_. YES YES .... ~YE__S_ Jasing Diameter (in) N/A N/A ..... N/A_ _7_ N/A ........ N/A _ [ N/A_ N/A N/A --~ i- N/A N/A N/A Cased Depth (ft) N/A N/A N/A N/A N/A1~ N/A .... N/A N/A [ N/A N/A N/A Number o~ Vertical Barn {ea.} 6 4 4 4 ~ 4 4 4 ~ $ 6 Reinforcing Bar Size (#) ...... ~6_ _ 6 !. ~6 6 ....... 6__.__ 6 6 Length of Vertical Bars (fi.) 12.5 12.6 .... 1__5.0 _ ~_3_._5 .... 12.~55 _ 12.5~ 13.5 12.0 __ SEE NOTE 12.5 12.0 Time Drilling Was Completed 09:45 AM 11:20AM 10:10AM 10:40AM 11:30AM 11:45AM 11:55AM 04:00 PM 04:30 PM 08:55 AM ~8i_3__0A_M_ Time Concrete Was Placed 03:22 PM 03:30 PM 03:39 PM 03:55 PM 04:10 PM 04:20 PM 04:30 PM 05:30 PM SEE NOTE 03:05 PM 03:15 PM REPORT OF DRILLED BELLED PIERS 8901 Carpenter Fnvy., Suite #100 Dallas, Texas 75247 Project: Project No.: Coppell Business Center II-Building D Coppell, Texas 43-2452-97 Report No.: 9810370 Date of Service: 04/22/1998 Technician: B. Otis Pay,~; 2of~- Oier Identification 10-A.1 10.9-A.9 Pier Diameter (in.) 18 Bell Diameter (in.) ......._3~6.0 Top of Pier Elevation _(_ft_) 95.0 Req. Depth From Exist. Grade (ft) 12.0 Initial Depth of Pier From Existing Grade (ft) 14.0 ! 4..8 Final Depth of Pier From Existing. Grade (ft) 14.1 Depth From Top of Concrete (ft) 12.0 12.0 11.0 11.0 Condition of Bottom (wet or dry) DRY Plumb Within Tolerance (yes or no) _Y_E_S_. i ' y_ES_ YE_S _ Y_ES .;asing Diameter (!n~) ......... N/A_ .... N._/A_. _ Nlra Nlra Cased Depth ...... N/A N/A N/A N/A (ft) Number of Vertical Bars (ea.) .... _4 Reinforcing Bar Size (#) 6__ ........ Length of Vertical Bars (ff.) 11.5 ....... 1_1_._5 Time Drilling Was Completed 01:10 PM 01_:18 PM__ 01:25 PM 01:45 P~M Time Concrete Was Placed 05:45 PM 05:51 PM 05:58 PM 06:08 PM