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St Andrews Manor-LR011228Hooper Engineering Laboratories, Inc. Construction Materials Testing BELLED PIER INSTALLATION OBSERVATION CLIENT: PROJECT: DRILLER: The Holmes Builders, Inc. St. Andrews Manor 748 DeForest, Coppell, TX Dallas Foundation Drilling DATE: JOB NO.: TIME: 28 December 2001 01.1076 7:00am-5:00pm 10.0 hours PIER SHAFT BELL ALIGN/ REQ'D INITIAL FINAL FINAL MARK DIA. SIZE PLUMB DEPTH DEPTH DEPTH POUR 2 12" 26" ok/ok 20.0' 23.0' (5) 1 12" 26" ok/ok 20.0' 21.5' {5) 12 12" 26" ok/ok 20.0' 21.0' {5) 10 12" 26" ok/ok 20.0' 21.5' {5) 11 12" 26" ok/ok 20.0' 22.0' (5) 20 12" 26" ok/ok 20.0' 22.2' (5) 19 12" 26" ok/ok 20.0' 22.4' (5) 28 12" 26" ok/ok 20.0' 21.8' (5) 27 12" 26" ok/ok 20.0' 21.8' (5) 36 12" 26" ok/ok 20.0' 22.8' (5) 35 12" 26" ok/ok 20.0' 22.0' (5) 44 12" 26" ok/ok 20.0' 25.4' (5) 43 12" 26" ok/ok 20.0' 23.8' (5) 53 12" 26" ok/ok 20.0' 24.3' (5) 52 12" 26" ok/ok 20.0' 25.5' (5) 56 12" 26" ok/ok 20.0' 24.2' (5) 55 12" 26" ok/ok 20.0' 22.1' (5) 9 12" 26" ok/ok 20.0' 22.0' (5) 18 12" 26" ok/ok 20.0' 20.5' 17 12" 26" ok/ok 20.0' 21.3' 26 12" 26" ok/ok 20.0' 21.2' 25 12" 26" ok/ok 20.0' 23.0' 34 12" 26" ok/ok 20.0' 21.5' 33 12" 26" ok/ok 20.0' 20.3' 42 12" 26" ok/ok 20.0' 20.5' 41 12" 26" ok/ok 20.0' 20.1' 51 12" 26" ok/ok 20.0' 20.5' 16 12" 26" ok/ok 20.0' 22.0' 25.3' 12:44 25.5' 12:35 24.0' 12:37 25.0' 12:41 23.7' 12:39 25.6' 12:50 25.5' 12:48 24.5' 12:53 25.2' 12:55 24.7' 3:28 25.5' 4:25 26.5' 3:31 26.5' 4:19 26.2' 4:11 26.1' 4:16 25.0' 4:03 25.2' 4:07 23.0' 3:1.5 21.8' 3:12 21.4' 1:00 22.8' 3:09 23.8' 3:03 21.5' 3:01 21.0' 2:57 20.5' 3:21 20.7' 2:54 20.5' 2:50 22.4' 3:18 TOP OF CONC. ELEV. -1.2' -1.0' -1.0' -1.0' -1.1' -1.0' -1.2' -1.1' -0.8' -1.0' -1.0' -1.0' -1.1' -1.1' -0.9' -1.3' -1.0' WATER IN HOLE None None None None None None None None None None None None None None None None None None None None None None None None None None None None 2870 Walnut Hill Lane Dallas, Texas 75229 (214) 351-6419 Fax (214) 351-5148 St. Andrews Manor Belled Pier Installation Observation Report Page Two 28 December 2001 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) These piers were drilled previously and backfilled. Extra depth needed to clean out loose material. TECHNICIAN: MFM DISTRIBUTION: (1) The Holmes Builders, Inc. (1) City of Coppell Hooper Engineering Laboratories, Construction Materials Testing Inc. REPORT OF CONCRETING OPERATIONS HE ,]OB NO. 01.1076 · CLIENT: The Holmes Builders, I~c. PROJECT: .St. ~b%drews Nanor, 748 DeForest, Coppell, TX CONCRETE SUPPLIER: Redi-Mix Concrete LOCATION OF CONCRETE PLACED: DATE: 28 December 2001 GATHER: Mostly Clear/Calm AIR TEMP: 55-65°F 28 belled piers ('~ee Pier Irmpection Report of 12/28/81~ Naterials Cement: Brand yP Type I Source Bin @ Plant #9~ Aggregate Type Source Size F.A. 0 - #4 Sand Redi-Mix C.A. 1" - #4 Cr. S~ne Redi,-Mix Design Mix Mix 982 ,3OO0. ps1 Max. Water-Cement Ratio by ~eight Batch Weights - S. S. Dry Basis: Cement 361/~4 F.A. iS¢l I.A. C.A. .1850 Admix None Actual Batch Computations: % Free Actual Moisture Water Batch Wts. Cement 361/64 F.A. 5,0 77 1618 C.A. 1850 Total Free Water 77 lbs. Added at Mixer 183 lbs. Total Water 260 lbs. Time Started: .12;30~m Time Finished: 4:30pm Concrete Placed, c.y.: 30 Concrete Temp: 6a°F Cylinders Made: 5 ? 8 Remarks: Certified Correct MFM Inspector 28~0 Walnut Hill Lane Dallas, Texas 75229 (214) 351-6419 Fax (214) 351-5148