Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
St Andrews Manor-LR020102
Hooper Engineering Laboratories, Construction Materials Testing Inc. REPORT OF CONCRETING OPERATIONS HE JOB NO. 01.1076 ,CLIENT: The Holmes Builders, Inc. PRO3ECT: St. Andrews Mz~nor', 748 DeForest, Coppell, /~ COhERETE SUPPLIER: Redi-~Lix Concrete LOCATION OF CONCRETE PLACED: DATE: 2 January, 2002 WEATHER' Cloudy AIR T Pi 30.-3s°F Belled piers [See Pier Inspection Report of 1/Z/O.2k Materials Cement: Brand VP Type I Source Bin @ Plant #10 Aggregate Type Source Size F.A. 0 - #4 Sand Redi-Mix C.A. 1" - #4 Cr. Stone Redi.-Mix Design Mix Mix g~2 ,3000 psi Max. Water-Cement Ratio by ~eight Batch Weights - S. S. Dry Basis: Cement, 361/64 F.A. I.A. C.A..1850 Admix NOne Actual Batch Computations: %. Free Actual Moisture Water Batch Wts. Cement 361/64 F.A. 5.0 67 1608 I.A. C.A. 1850 Total Free Water 67 lbs. Added at Mixer 203 lbs. Total Water 270 lbs. Time Started: J/;2Oam Time Finished: 12;3Opm Concrete Placed, c.y.: 10 Concrete Temp: 41°F Cylinders Made: 9 12 Remarks: Certified Correct JWD Inspector 28~0 Walnut Hill Lane Dallas, Texas 75229 (214) 351-6419 Fax (214) 351-5148 Hooper Engineering Laboratories, Construction Materials Testing Inc. BELLED PIER INSTALLATION OBSERVATION CLIENT: PROJECT: DRILLER: The Holmes Builders, Inc. St. Andrews Manor 748 DeForest, Coppell, TX Dallas Foundation Drilling DATE: 2 January 2002 JOB NO.: 01.1076 TIME: 7:00am-12:30pm 5.5 hours PIER MARK #47 #38 #48 #39 #31 24 #32 #40 #49 #50 SHAFT BELL ALIGN/ REQ'D INITIAL FINAL FINAL TOP OF DIA. SIZE PLUMB DEPTH DEPTH DEPTH POUR CONC. ELEV. 12" 26" (5)/ok 20.0' 20.5' 21.3' 11:42 -0.9' 12" 26" (5)/ok 20.0' 24.0' 25.0' 11:45 -1.2' 12" 26" (5)/ok 20.0' 21.0' 22.1' 11:38 -0.8' 12" 26" ok/ok 20.0' 24.9' 25.5' 11:48 -0.9' 12" 26" ok/ok 20.0' 22.0' 22.6' 11:54 -1.1' 12" 26" ok/ok 20.0' 26.0~ 26.8' 11:34 -0.9' 12" 26" ok/ok 20.0' 23.0' 23.5' 11:30 -1.0' 12" 26" ok/ok 20.0' 21.2' 22.0' 11:26 -1.2' 12" 26" ok/ok 20.0' 22.1' 22.9' 11:23 -0.9' 12" 26" ok/ok 20.0' 21.7' 22.6' 11:20 -0.9' WATER IN HOLE None None None None None None None None None None REMARKS: 1) Pier reinforcing verified to be correct in accordance with project plans and specifications, unless noted otherwise. 2) Concrete placed in piers within 8 hours of drilling completion, unless noted otherwise. 3) Required Depth is based upon existing grade at time of geotechnical investigation. Correct bearing strata achieved, unless noted otherwise. 4) 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. 5) Drilling was in progress when Hooper arrived at jobsite. 6) Extra depth was at the driller's discretion. TECHNICIAN: DISTRIBUTION: JWD (1) The Holmes Builders, Inc. (1) City of Coppell 2870 Walnut Hill Lane Dallas, Texas 75229 (214) 351-6419 Fax (214) 351-5148