Loading...
Northlake 635(5)-LR000229CONCRETE COMP IVE STRENGTH Date of Service: Client No.: 02/21/2000 85229000 Report No.: 0004908 Project No.: 94991457 Client: Transwestem Property Company Atto: James Gaspard 12221 Merit Drive, g450 Dallas TX 75251 Project: Coppell Commerce Center 1234 Lakeshore (Bldg. B) Coppell, Texas Services: Obtain samples of fresh concrete at thc placement locations, perform required field test and cast compressive strength samples. SLUMP: AIR: TEST METHOD: CONT~CTOR: Butler Construction CONCRETE SUPPLIER: Pioneer rLS. h'r: 27 SPECIFICATION REQ~ STRENGTH: 3000 psi @ 28 Days 5-7" N/A ASTM C-143 ASTM C-172 ASTM C-39 PROJECT DATA M~X ~.D.: 9337 I~kCEMENT DATE: 02/21/2000 BATCH TIME: 2:23pm Tn~S,O~n~gn: 3:00pm aY: Roy Montgomery w~r~aco~mo~: Cloudy · ~n'Z~A~ ~. Am 70 ~ CONC~ 68 ~UCKNO: 836 ~Cm~O: 473959 Am co~ (~): N/A u~ ~ ~: N/A P~C~ ~ATION: SAMPLE LOCATION: Pier H4, H3, G4 REPORT OF TESTS ACCUMULATIVE YARD5:20 CYLINDER MEASURED MARKED SLUMP SET NO. (inches) I 1 6.25 I 2 6.25 1 3 6.25 1 4 6.25 DATE TESTED 02/28/2000 02/28/2000 03/20/2000 03/20/2000 MAXIMUM COMPRI~SIVE AGE LOAD STRENGTH (~) ~ fo.~) 7 95800 3390 7 97530 3450 Average 3420 28 28 Technician: Roy Montgomery lgeport Distribution: (1) Transwe~tern Property Company (1) O'Brien & A~cia~ (!) Teclmi~tractures, lac. (l) Butler Construction Started: (1) City of Coppell (1) City of Coppell I'~ E~g, Inc. Paul D. Smith, P.E. Senior Project Engineer This repot~ is exchtsivcly for the use of the client indicated above and shall not be reptoduc~ except in full wilhcmt Ihe wrilten a~ovnl of HBC ~ ln~ OILL Page I of I REPORT OF DRILLED BELLED PIERS Project: Project No.: Coppell Commerce Center - Building B 1234 Lakeshore, Coppell, Texas 94991457 Report No.: 0005680 Date of Service: 02/29/00 T~:hni¢ian: R. Montgomery Page: 1 of 3 8901 Csr'pen~' Fnvy., Suite DMla~, Tex~m 75247 Pier Identification A/11 A/10 A/9 A/8.5 A/8 A/7 A/6.1 A/5.5 AJ5.1 D/5 C/5 Pier Diameter (in.) 24 24 24 24 24 24 24 24 24 24 24 Bell Diameter (in.) 54 54 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 N/A N/A R~ Depth from [x!~_t. Grade (it) 18.00 18.00 18.00 18.00 18.00 18.00 18.00 18.00 18.00 18.00 18.00 Initial Depth of Pier from Existing G_r~_e (it) 18.67 19.25 18.33 18.83 18.00 18.33 18.0 18.00 18.08 18.50 18.00 Final Depth of Pier from Ex!et!rig Gm_de_ (It) 18.75 19.33 18.33 18.83 18.00 19.00 18.0 18.50 19.00 18.67 18.50 Depth from Top of Concrete (it) 18.16 19.00 17.50 17.83 16.92 17.92 16.92 17.67 18.25 17.75 17.16 C_.,~dition of Bottom (wet or dry) Dry D~ 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 C~__~!n~l Diameter (in) N/A N/A N/A N/A N/A N/A N/A ,N/A N/A N/A N/A ~lm,a Depth (it) 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 Relnforcin~l Bar Size. (#).. 6 6 6 6 6 6 6 6 . 6 6 6 Len.~lth of Verflcel Bars (it'l 17.83 18.67 17.00 17.33 16.42 17.50 16.42 17.08 17.75 17.25 18.00 TlmeDrilllngwaeCompleted 8:40a.m. 8:53a.m. 9:07a.m. 9:19a.m. 10:01a.m. 11:10a.m. 11:45a.m. 10:20a.m. 11:26a.m. 10:45a.m. 10:58a.m. Time Concmte was Placed 10:55a.m. 11:05a.m. 12:15p.m. 12:38p.m. 12:42p.m. 11:12a.m. 11:50a.m. 11:17a.m. 11:27a.m. 12:50p.m. 1:30p.m. REPORT OF DRILLED BELLED PIERS 8901 ~= F-~vy., Deliria, Tex~m 75247 Project: Coppell Commerce Center - Building B Report No.: 0005680 1234 Lakes. hore, Coppell, Texas Date of S~rvio.: 02/29/00 Proje=t No.: 94991457 Teohnician: R. Montgomery page: 2 of 3 Pier Idei~If;,caflon 13/5 AJ4 A.5/4 A.5/3.7 A.5/2.5 A.5/2.1 A.5/1.7 B.1/1 D.511 Pier Diameter (in.) 24 24 24 24 24 24 30 30 30 ,~ Diameter (in.) 54 54 54 54 54 54 60 60 60 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 fro,'~ Exlet. Grade (it) 18.00 See Note See Note See Note See Note See Note See Note See Note See Note Initial Depth of Pier from Existing Gma_e ~it) 18.50... 16.00 16.16 16.50 16.25 16.00 16.33 16.00 16.83 Final Depth of Pier from Exleting Grade (it) 19.16 16.08 16.58 16.83 16.50 16.25 16.92 16.42 17.08 De,'th ,'~,,~ Top of Con¢~e~ (It) 18 o.~ 15.25 15.08 15.58 14.92 15.00 12.16 13.33 13.58 Condition of B~['u~m (wet or dry) D~/ D~/ Dry D~ Dh/ D~/ , D~/ D~/ Dry Plumb Within Tolerance (~fes or no) Yes Yes Yes Yes Yes Yes Yes Yes Yes C~__~in~l Di&i~r (in) N/A N/A N/A N/A N/A N/A N/A N/A N/A ~--_4 Depth (It) N/A N/A N/A N/A N/A N/A N/A N/A N/A Number of Ve~uc~t _~.__m (ea.) 6 6 6 6 6 6 6 8 8 Re;~or~,in~l B~r Size I#) 6 6 6 6 6 6 6 6 6 L~, of VerUcel Elam (ft.) 17.75 14.75 14.58 !5.08 14.50 14.50 16.50 15.92 16.67 T;rn~ Drillin~ v.T.; Completed 1:15 p.m. 12:00 p.m. 1:26 p.m. 1:50 p.m. 2:18 p.m. 2:38 p.m. 3:07 p.m. 3:28 p.m. 3:53 p.m. TimeCon¢~e~=~Plec. ed, 1:20p.m. 12:0~p.m. 1:35p.m. 1:55p.m. 2:25p.m. 2:47p.m. 3:12p.m. 3:30p.m. 4:05p.m. REPORT OF DRILLED BELLED PIERS ag01 Cmpeatr Ftwy., Sut'- #1gO Dallas, Tex~ 75247 Pier Identification A/10.1 A/9.7 A/7.5 AJ6.7 Pier Diameter (in.) 30 30 30 30 Bell Diam=~; (in.) 60 60 60 60 Top of Pier Elevation (ft) N/A N/A N/A N/A Req. Depth from ;_-_!_'t Grade (It) See Note See Note See Note See Note Initial Depth of Pier from Existing C.~-~--_ (ft) 16.42 17.16 16.00 16.42 Final Depth of Pier from Existing Grade (It) 16.75 17.58 16.42 16.92 Depth from Top of Concrete (It) 13.50 14.00 12.92 13.00 Condition of Bottom (wet or dry) Dry Dry Dry Dry Plumb Within Tolerance (ye~ or no) Yes Yes Yes Yes C~_iNi Diameter (in) N/A N/A N/A N/A ' ~---'a Depth (ft) N/A N/A N/A N/A Number of Ve~c-_! Bars (ea.) 8 8 8 8 RMnfomir~l hr ,Size, (#) 6 6 6 6 Len~ of Vertical Barn (fL) 16.50 17.00 16.00 16.00 Time Drilling wee Completed 4:24 p.m. 4:37 p.m. 4:50 p.m. 5:10 p.m. Time Concrete was Placed 4:28 p.m. 4:42 p.m. 5:00 p.m. 5:20 p.m. Project: Coppell Commerce Center - Building B Report No.: 0005680 1234 Lakeshore, Coppell, Texas Date of S~rvice: 02/29/00 Proj~'t no.: 94991457 Techni¢ia.: R. Montgomery Pa;e: 3 of 3