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Northlake 635(5)-LR000308
REPORT OF DRILLED BELLED PIERS 890l c_.~.~.m Fn~7. S.M el(X) DMii, T~ml 75247 Project: Project No.: Coppell Commerce Center 1234 Lakeshore (Bldg. B), Coppell, Texas 94991457 Pier Identification I H/4.5 Pier Diameter (in.) Bell Diameter (in.) of Pier Elevation (It) from Exist. Grade fit) Init~l Depth of Pier from Existing Finll Depth of Pier from Exleting Omde (ft) from Top of Concrete (It) Condition of Bottom (wet or dry) Plumb Within Tolerance (yes or no) Dilmeter (in) I See Note 15.00 Number of Vertical Bom (ea.) Relnfoming Bor Size Time Drillin~l ~,~ ComF4ated Time Concrete w~e PMced H.5/4.5 N/A See Note 15.00 14.83 14.50 Dry Dry Yes Yes N/A N/A N/A N/A 6 6 6 6 14.= [ 14.oo 8:30 a.m. ~ 8:53 I 11:42 a.m.111:48 H.5/5 I H.5/5.5 N/A I N/A I See Note I' See Note 15.00 15.33 14.92 15.58 Dry D~ Yes Yes N/A N/A N/A N/A 6 6 Report No.: Date of Service: Technician: Page: 0006460 03/08/00 R. Montgomery lof2 H.5/6 N/A See Note 15.33 15.08 Dry Yes N/A N/A 6 54 N/A See Note 15.00 15.16 Dry Yes N/A N/A 6 H.5/7 24 54 N/A See Note 15.25 15.75 15.58 Dry Yes N/A N/A 6 H.5/7.5 24 54 N/A See Note 15.50 15.16 15.67 Dry Yes N/A N/A 6 H .5/8 24 54 N/A See Note 15.00 15.42 15.00 Dry Yes N/A N/A 6 H.5/8.5 H.5/9 24 24 54 54 N/A N/A See Note See Note 15.50 16.00 15.33 Dry Yes N/A N/A 6 15.42 16.00 15.42 Yea N/A N/A 6 6 14.42 9:01 a.m. 12:50 p.m. 6 9:13 a.m. 12:53 p.m. 6 6 6 6 6 6 6 I 14.58 14.67 15.08 15.16 14.50 14.92I14.92 I 10:16a.m. 10:26a.m. 10:39a.m. 10:50a.m. 11:04a.m.111:14a.m.I! 9:56 a.m. / 12:58p.m. 1:02p.m. 1:08p.m. 1:14p~m:___.!:!8p._m._l__l:21 p.m._!~'._R6p.m~ REPORT OF DRILLED BELLED PIERS Project: Project No.: Coppell Commerce Center 1234 Lakeshore (Bldg. B), Coppcll, Texas 94991457 8901 C~uu~ Fr~ry. Sui~ #100 DeEm, T~ 7~247 Report NO.: C)00~60 Date of Service: 03/08/00 Technician: R. }V[oRtgomel~y ~ge: 2 of 2 Pier Diameter (in.) 24 24 24 24 24 24 24 24 24 Bell Diameter (in.) 54 54 54 54 54 54 54 54 54 Top of Pier Elevation (it) N/A N/A N/A N/A N/A N/A N/A N/A N/A Req. Depth from ExMt. erade (It) See Note See Note See Note See Note See Note See Note See Note See Note See Note Initial Depth of Pier from Existing Grade {ft) 15.00 15.67 15.00 15~00 15.16 15.00 15.00 15.08 15.00 Final Depth of Pier from Exlatlng Grade (It) 15.33 16.00 15.50 1575,, 15.42 15.42 15.33 15.83 15.25 , ~ from Top of Concrete (It) 14.58 15.67 15.50 15.58 15.33 15.25 14.92 15.50 15.00 Condition of Bottom (wet or d~) Dh/ Dry Dry Dry Dh/ , Dry D~ Dry I~ Plumb Within Tolora,nco (¥ee or no) Yea Yes Yea Yea Yea Yes Yea Yes Yes C~ing Dieme~, r lin) ........ N/A N/A N/A N/A N/A N/A N/A N/A N/A Clmed Depth (ft) , N/A N/A N/A N/A N/A N/A N/A N/A N/A Number of Vertical Bar. (ea.) 6 6 6 6 6 6 6 6 6 ,Reinforcln~l Bar Size ~ 6 6 6 6 6 6 6 6 6, ~ 0fVerticM Ba~ ~t.) 14.08 , ,15.75 , 15~5 15.00 14.83 14.75 14.42 15.03 14.50 TimeDrlllln~mCompleted 11:25a.m. 11:37a.m. 11:49a.m. l:05p.m:, 1:30p.m., 1:18p.m. 1:46p.m. 2:00p.m. 2:30p.m. Time Concrete wn Placed 1:3,1 p.m. 1:36 p.m. 2:03 p.m. 2:25 p.m. ,2:30 p.m. 2:40 p.m. 3:20 p.m. 3:40 p.m. 3:50 p.m. CONCRETE COMPRE IVE STRENGTH TESO Report Date Date of Service: 02/28/2000 Report No.: 0005620 03/08/2000 Client No,: 85229000 Project No.: 94991457 Client: Transwestem Property Company Atto: lames Gaspard 12221 Merit Drive,//450 Dallas TX ?5251 Project: Coppell Commerce Center 1234 Lakeshore (Bldg. B) Coppell, Texas Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast compressive strength samples. SLI~MP: AIR: TEST METHOD: COm~aA~R.· Butler Construction CONCRETE SUPPLIER: Pioneer r~,~rr: 22 SPECH~ICATION REQUIREMENTS STmmaTa: 3000 psi @ 28 Days 5°?" N/A ASTM C- 143 ASTM C-172 ASTM C-39 SAMPLE LOCATION: Piers K.8/1, H.3/1 PROJECT DATA M~x~o.: 9337 PLA~ OATE: 02/28/2000 aATCll TIME: 2:46pm ~~: 3:45pm BY: Roy Montgomery WEATHER CONDmONS: TEMPERA~ (F) - Am TaUCKNO: 1883 Am co~TJ~rr (~): N/A PLACEMENT L(~ATION: Clear 70 v ctmcam~ 74 ~c~m'r NO: 502046 um'r WZmaT CocO: N/A Pier information and technici~ tim~: See Rep~ REPORT OF TESTS ACCUbflH~TIVE YARDS: 20 CYLINDER MEASURED MARKED SLUMP SET NO. (inches) 1 I 5.25 I 2 5.25 DATE TESTED 03106/2000 03/06/2000 MAXIMUM COMPRESSIVE AGE LOAD STRENGTH (d~) 0b~ f, rc~) (p~) 7 108610 3840 7 99030 3500 Average 3670 I 3 5.25 I 4 5.25 03/27/2000 03/27/2000 28 28 T~mici~ Roy Montgomery R~po~ DisCdbutiom (i) Tnmme~ Propmy Company (l) ~ & ~ (1) T~~, ~. (!) Bu~ ~~ (1) City of Copp~ll (1) City of Coppell Paul D. Smith, P.E. Senior Project Engineer This report is exclusively for the use of the client indicated above and shall not be reproduced ~xcei~ in full without ~he written al~mval ~f HBC i~ hsg. 0ILL Page I of I CONCRETE COMPRI IVE STRENGTH TES( I Date of Service: 02/28/2000 Report No.: Client No.: 85229000 Project No.: 0005569 94991457 8901 CarpmUr Fray., Suite Re~ ~ 03~ Client: Transwestern Property Company Project: Arm: James Gaspard 12221 Merit Drive, ~50 Dallas TX 75251 Coppell Commerce Center 1234 Lakeshore (Bldg. B) CoppeH, Texas Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast compressive strength samples. SLUMP: AIR: TEST METHOD: CONTanCTOR: Butler Construction CONCRE~SVPPLIER: Pioneer ~LA~rr: 22 SPECIFICATION RF.~UIREMENTS ST~GT~: 3000 psi @ 28 Days 5-7" N/A ASTM C-143 ASTM C- 172 ASTM C-39 SAMPLE LOCATION: Piers J.9/l, K.5/1, J.511 PROJECT DATA · ~x la).: 9657* ln.nc~ onTE: 02/2812000 BaTCa ~n~: 1 l:00am ~l~s~ 12:45pm BY: Roy Montgomery W~Tm~R CoNDmo~s: Clear a~Ml~RnTir~ ~- Am 70 F CONCal~rg: 79 F ~OCK ~O: 763 TICKET I~O: 502010 Am coh'r~t~r (%): N/A t~rr w~iG~r C~0: N/A PLACEMENT LOCATION: Drilled Piers: L.5/I, I.,.6/1, D.111, K.5/I, J.911, J.5/l, A.9/I, MI, (3.111, F.7/l, F.3/l, E.711, E/I Technician 'l~me: See Repofl ~)005568 REPORT OF TESTS AC~II'/E YAR[~: 30 CYUNDER MARKED SET NO. MEASURED MAXIMUM COMPRESSIVE SLUMP DATE AGE LOAD STRENGTll FRACTURE (inrhe0 TESTED (day~) (Ib~ f~rce) (p~) TYPE I I 5.75 03/06/2000 7 88390 3130 1 2 5.75 03/06/2000 7 91260 3230 Average 3180 I 3 5.75 03/27/2000 28 I 4 5.75 03/27/2000 28' 0ILL This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written N2proval of HBC Page 1 of 2 Report No.: 0005569 * Note: Pier concrete should be Mix #9337; Potter Concrete used 40 yards of concrete from another job. Concrete Mix #9657 was used, 5000 psi. Butler superintendent was told of problem and allowed Potter Concrete to continue. sample was taken on the 30 yard load of 40 yards. This T~lmidan: Roy Montgomery Report Distribution: O) ~ ~ Commny (1) O'Bden & A.~ocmtes (!) Technistmctures, Inc. (!) Butler Conslruction (1) City of Coppell (1) City of Coppell I-~ E~g, Inc. Paul D. Smith, P.E. This repmt is exclusively fo: the use of file client indicated above and shall not be re~___,c~l_ except in full without fhc ~ approval c~ HIJC ~ Inc. OlLL Page 2 of 2