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Denton Tap L2R BA-LR010227
FUGRO SOUTH, INC. i ~ 2880 Virgo Lane; Dallas. Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Preston Engineering Report Date: February 27, 2001 PROJECT: Everybody Fits, Coppell, Texas Project No.: 0701-2035 SAMPLE DATE: February 19, 2001 CONTRACTOR: Preston Engineering TICKET NO.' 737539 CONCRETE SUPPLIER: Pioneer AMBIENT TEMP. (=F): 56 PLANT/TRUCK: 27/217 CONCRETE TEMP. (=F) (ASTM C-1064): 63 MIX ID NUMBER: 9325 TIME BATCHED: 10:25 AIR (%) (ASTM C-231): TIME SAMPLED: 10:50 WATER ADDED (gal): 0 WEATHER CONDITION: Partly cloudy SLUMP (in.) (ASTM C-143): 4.50 LOCATION OF PLACEMENT: First floor slab D.5 @7.5 CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Standard 6" x 12", 28.27 square inches TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE CYLINDER AGE DATE LOAD STRENGTH STRENGTH NUMBER (days) TESTED (pounds) (psi) (psi) EFC 1 7 02/26/01 98900 3500 3000/28 days EFC 2 28 03/18/01 EFC 3 28 03/18/01 EFC 4 Hold Fracture mode is (A) unless otherwise noted Specifications: Mak,ng & ASTM C-31 Testing ASTM C-143. Typesof ~1 [~ ~ D Curing: Methods: ASTM C-39 F'acture: A B C D REMARKS: Technician: Zia Masumi FUGRO SOUTH INC. Reviewed By: ..... _~____[_ ................... SMH/rm Distribution: Preston Engineering - Timothy D. McMahon, P.E. FUGRO SOUTH, INC. 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 DRILLED PIER OBSERVATION REPORT CLIENT: Preston Engineering Report Date: February 27, 2001 PROJECT: Everybody Fits, Coppell, Texas Project No.' 0701-2035 DRILLING CONTRACTOR: BartJet Drilling Page 1 DATE PERFORMED: February 22, 2001 I Location: Entry extension Depth I Shaft to ! Plan Actual Total Pier Diameter Bearing Penetra- Penetra- Depth Proper Water Casing Number in. Material tion ft. tion ft. ft. Alignment Present Used Remarks ft. C.5-10.5 18 17.5 2 2.2 19.7 Yes No Yes E.5-4.3 18 1 8.0 2 2.3 20.3 Yes No Yes E5-4 18 19.0 2 2.3 21.3 Yes No Yes C.3-10.5 18 19.6 2 2.4 22.0 Yes No No D.5-.5 18 19.5 2 2.3 21.8 Yes No Yes C.9-.5 18 18.5 2 2.5 21.0 Yes No Yes .5A-9.5 18 16.0 2 2.2 18.2 Yes No Yes .5A-9 18 16.0 2 2.5 18.5 Yes No Yes .5A-1.5 18 15.7 2 2.0 17.6 Yes No Yes .5A-2 18 15.0 2 2.9 17.9 Yes No Yes E.5-6.8 18 18.0 2 2.2 20.2 Yes No Yes E.6-6.7 18 18.0 2 2.1 20.1 Yes No Yes Reinforcing steel checked in all piers and found to be in accordance with project requirements, unless othenNise noted. Bearing blaterial: Gray shale Jeff Jedlicka Fugro Technician FUGRO SOUTH INC. Reviewed By: SMH/bg Distribution: Preston Engineering - Timothy D. McMahon, P.E. FUGRO SOUTH, INC. 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 DRILLED PIER OBSERVATION REPORT CLIENT: Preston Engineering Report Date: February 27, 2001 PROJECT: Everybody Fits, Coppell, Texas Project No.: 0701-2035 DRILLING CONTRACTOR: Bartlet Drilling Page 1 DATE PERFORMED: February 23, 2001 Location: East side of Building Depth Shaft to Plan Actual Total Pier Diameter Bearing Penetra- Penetra- Depth Proper Water Casing Number in. Material tion ft. tion ft. ft. Alignment Present(i) Used Remarks ft. E/7.2 18 18.0 2.0 2.4 20.4 Yes Yes Yes E/6.8 18 18.4 2.0 2.6 21.0 Yes Yes Yes G/6.7 18 18.0 2.0 2.0 20.0 Yes Yes Yes G/6.5 18 17.4 2.0 2.1 19.5 Yes Yes Yes F/6.9 18 18.0 2.0 2.0 20.0 Yes Yes Yes G/7.2 18 17.0 j 2.0 2.0 19.0 Yes Yes Yes Reinforcing steel checke( in all piers and found to be in accordance with project requirements, unless otherwise noted. Bearing Material: Gray shale (4) During drilling operations; however, piers were dry prior to placement of concrete. Phillip Forrest Fugro Technician FUGRO SOUTH INC. Reviewed By: ~ '"~,~' --.--, SMH/bg Distribution' Preston Engineering - Timothy D. McMahon, P.E.