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St Andrews Manor-LR011227Hooper Engineering Laboratories, Inc. Construction Materials Testing BELLED PIER INSTALLATION OBSERVATION CLIENT:T~ PRO,J EC DRILLER: Da~ DATE: JOB NO.: TIME: 27 December 2001 01.1076 8:00am-6:00pm 9.0 hrs./1.0 hr. OT PIER MARK SHAFT BELL ALIGN/ REQ'D DIA. SIZE PLUMB DEPTH INITIAL FINAL FINAL DEPTH DEPTH POUR TOP OF WATER CONC. ELEV. IN HOLE 7 8 9 6 15 5 14 22 23 45 46 29 37 3O 4 3 13 21 54 57 12" 26" 12" 26" 12" 26" 12" 26" 12" 26" 12" 26" 12" 26" 12" 26" 12" 26" 12" 26" 12" 26" 12" 26" 12" 26" 12" 26" 12" 26" 12" 26" 12" 26" 12" 26" 12" 26" 12" 26" ok ~ok ok ~ok ok ~ok ok ~ok ok ~ok ok ~ok ok ~ok ok~ok ok ~ok ok ~ok ok/ok ok/ok ok/ok ok/ok ok/ok ok/ok ok/ok ok/ok Ok/Ok ok/ok 20.0' 20.7' 20.7' 3:57 20.0' 21.6' 22.0' 4:24 20.0' 18.0' (6) 20.0' 21.3' 22.5' 3:55 20.0' 22.0' 23.3' 3:59 20.0' 20.3' 22.0' 3:40 20.0' 21.0' 22.7' 3:38 20.0' 20.3' 21.8' 3:32 20.0' 20.5' 22.0' 3:43 20.0' 20.5' 22.5' 3:49 20.0' 20.0' 21.5' 3:45 20.0' 21.8' (5) 23.2' 3:34 20.0' 22.5' (5) 24.5' 3:47 20.0' 20.5' 22.9' 3:30 20.0' 22.5' (5) 24.8' 4:28 20.0' 20.0' 22.2' 4:30 20.0' 25.0' (5) 26.1" 4:45 20.0' 22.5' (5) 23.5' 4:52 20.0' 22.8' 24.2' 5:07 20.0' 23.5' 24.8' 5:16 -1.6' None -1.1' None None None None None None None None None None None None None None None None None None REMARKS,: TECHNICIAN: DISTRIBUTION: II 2) 3) 4) 5) 6) MFM (1) The Holmes Builders, Inc, (1) City of Coppell Pier reinforcing verified to be correct in accordance with project plan. s and specifications, unless noted otherwise. Concrete placed in piers within 8 hours of drilling completion, unless noted otherwise, Required Depth is based upon existing grade at time of geotechnical investigation, Correct bearing strata achieved, unless noted otherwise. Initial Depth, Final Depth, and Top of Concrete Elevation, are relative to grade at time piers were drilled. Contractor must furnish actual elevation, if required, These piers were drilled previously and backfilled. Extra depth needed to clean out loose material. Lost auger in hole. Will finish at a later time, 2870 Walnut Hill Lane Dallas, Texas 75229 (214) 351-6419 Fax (214) 351-5148 Hooper Engineering Laboratories, Inc. Construction Materials Testing REPORT OF CONCRETING ORERATIONS HE JOB NO. 01.1076 · CLIENT: Ihe Holmes Builders, Inc. PROJECT: St. Andrews ~%nor', 748 DeForest, Coppell, IX CONCRETE SURPLIER: Redi-~lix Concrete LOCATION OF CONCRETE PLACED: DATE: 27 December 2001 WEATHER: ~ostly. Clear/Calm AIR TE}4P: 55-.60°F 19 belled piers' ~See Pi.er Inspection Report of' 12/27/011 Cement: Brand VP Aggregate Size F.A. 0 - #4 I.A. C.A. 1" - #4 Materials Type I Source Bin @ Plant #5 Type Source Sand Redi-Mix Cr. Stone Redi-Mix Design Mix Mix 982 , 3000 psi Hax. Water-Cement Ratio by weight Batch Weights - S. S. Dry Basis: Cement _~61/64 F.A. 154/ I.A. C.A. 1850 Admix None Actual Batch Computations: Cement F.A. I.A. C.A. % Free Hoisture Water s.o 77 Total Free Water Added at Mixer Total Water Actual Batch Wts. 361/64 1618 1850 77 lbs. 183 lbs. 260 lbs. Time Started: 3:iSpm Time Finished: $:3Opm Concrete Placed, c.y.: 20 Concrete Temp: 63°F Cyl'inders Made: i ~ 4 Remarks: Certified Correct MFM Inspector 28~0 Walnut Hill Lane Dallaa, Texas 75229 (214) 351-6419 Fax (214) 351-5148