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SC-Coppell MSW-LR001130FUGRO SOUTH, INC. 2880 Virgo Lane; Dallas. Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 GENERAL REPORT CLIENT: Coppell lSD, c/o K A Sparks REPORT DATE: November 30, 2000 PROJECT: Coppell Middle School West, Coppell, Texas PROJECT NO: 0700-2227 DAILY ACTIVITY REPORT: November 21, 2000 Services Performed: Visual Inspection Weather Conditions: Fair & Cool Contractors on Site: K.A. Sparks Remarks: On this date, a representative of Fugro South, Inc. was present on the above mentioned project to perform the following tests and observations as requested: Monitored pier drilling and cast 4 cylinders on piers. Also picked up 8 cylinders cast on 11-20-00. Skip Martin Fugro South Technician FUGRO SOUTH, INC. David Sr. Project Manager SMH/nl Distribution: K A Sparks Contractors Inc. - Jim Schooler K A Sparks Contractors Inc. - Rick McKinney (Fax: 972-745-4511 ) City of Coppell - Lee Stone City of Coppell - Larry Davis~ Coppell lSD - Mickey Harper SHW Goup - Mike Elmore SHW Goup - Joe Craddock FUGRO SOUTH, INC. ' 2880 Virgo Lane; Dallas, Texas 75229 Ph (972)484-,.-3301; Fax (972) 8?_0-7328 DRILLED BELLED PIER OBSERVATION REPORT CLIENT: Coppell lSD, c/o K A Sparks REPORT DATE: November 30, 2000 PROJECT: Coppell Middle School West, Coppell, Texas PROJECT NO: 0700-2227 DRILLING CONTRACTOR: North Texas Drilling Page 1 I DATE PERFORMED: November 21, 2000 I LOCATION: Competition Softball Field Dugouts Pier Required Required Total Depth, Proper Water Remarks Number Shaft Bell ft. Alignment Present Diameter, in. Diameter, in. 1 -NW 18" 36" 10.2' Yes No North Side Dugout 2-SW 18" 36" 10.3' Yes No North Side Dugout 3-N CTR. 18" 42" 10.0' Yes No North Side Dugout 4-S CTR. 18" 36" 10.4' Yes No North Side Dugout 5-NE 18" 36" 10.5 Yes No North Side Dugout 6-SE 18" 36" 10.2 Yes No North Side Dugout 7-NE 18" 36" 11.0 Yes No North Side Dugout 8-NW 18" 36" 11.2' Yes No North Side Dugout 9-E CTR. 18" 36" 11.3' Yes No North Side Dugout 10-W CTR. 18" 42" 11.0' Yes No North Side Dugout 11 -SE 18" 36" 11.4' Yes No North Side Dugout FUGRO SOUTH, INC. ' 2080 Virgo Lane: Dallas, Texas 75229 Ph (972) 484-8301: Fax (972) 620-7328 DRILLED BELLED PIER OBSERVATION REPORT CLIENT: Coppell lSD, c/o K A Sparks REPORT DATE: November 30, 2000 PROJECT: Coppell Middle School West, Coppell, Texas PROJECT NO: 0700-2227 DRILLING CONTRACTOR: North Texas Drilling Page 2 DATE PERFORMED: November 21, 2000 LOCATION: Competition Softball Fields Dugouts Pier Required Required Total Depth, Proper Water Remarks Number Shaft Bell ft. Alignment Present Diameter, in. Diameter, in. 12-SW 18" 36" 11.2 Yes No North Side Dugout Reinforcing steel checked in all piers and found to be in accordance with project requirements, unless otherwise noted. Bearing Material: Tan gray shaley clay Skip Martin Fugro Technician FUGRO SOUTH INC. Reviewed By: SMH/nl Distribution: K A Sparks Contractors Inc. - Jim Schooler K ^ Sparks Contractors Inc. - Rick McKinney (Fax: 972-745-4511) City of Coppell - Lee Stone City of Coppell - Larry Davis Coppell lSD - Mickey Harper SHW Goup - Mike Elmore SHW Goup - Joe Craddock FUGRO SOUTH, INC. ~ 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 DRILLED BELLED PIER OBSERVATION REPORT CLIENT: Coppell lSD, c/o K A Sparks REPORT DATE: November 30, 2000 PROJECT: Coppell Middle School West, Coppell, Texas PROJECT NO: 0700-2227 DRILLING CONTRACTOR: North Texas Drilling Page 1 DATE PERFORMED: November 21, 2000 LOCATION: Batting Storage Building at Softball Practice Field Pier Required Required Total Depth, Proper Water Remarks Number Shaft Bell ft. Alignment Present Diameter, in. Diameter, in. 1 -NW 18" 36" 10.3' Yes No 2-SW 18" 36" 10.2' Yes No 3-NE 18" 36" 10.5' Yes No 4-SE 18" 36" 10.1' Yes No BATTING STORAGE BUILDING AT EXISTING BASEBALL FIELD 1-NW 18" 36" 10.0' Yes No i 2-SW 18" 36" 10.4' Yes No 3-NW 18" 36" 10.6' Yes No 4-SE 18" 36" 10.1' Yes No Reinforcing steel checked in all piers and found to be in accordance with project requirements, unless otherwise noted. Bearing Material: Tan gray shaley clay Skip Martin Fugro Technician FUGRO SOUTH INC. Reviewed By: '~. ~-M~...~....._...._. SMH/nl Distribution: K A Sparks Contractors Inc. - Jim Schooler K A Sparks Contractors Inc. - Rick McKinney (Fax: 972-745-4511 ) City of Coppell - Lee Stone City of Coppell - Larry Davis Coppell lSD - Mickey Harper SHW Goup - Mike Elmore SHW Goup - Joe Craddock FUGRO SOUTH, INC. 2880 Virgo Lane; Dallas. Texas 75229 Ph (972) 484-6301; Fax (972) 620-7328 DRILLED BELLED PIER OBSERVATION REPORT CLIENT: Coppell lSD, c/o K A Sparks REPORT DATE: November 30, 2000 PROJECT: Coppell Middle School West, Coppell, Texas PROJECT NO: 0700-2227 DRILLING CONTRACTOR: North Texas Drilling Page 1 DATE PERFORMED: November 21, 2000 LOCATION: Competition Baseball Field Dugouts Pier Required Required Total Depth, Proper Water Remarks Number Shaft Bell ft. Alignment Present Diameter, in. Diameter, in. 1-SW 18" 36" 10.2' Yes No South Side Dugout 2-NW 18" 36" 10.4' Yes No South Side Dugout 3-S. CTR 18" 42 10.0' Yes No South Side Dugout 4-N. CTR 18" 36" 10.1' Yes No South Side Dugout 5-NE 18" 36" 10.5' Yes No South Side Dugout 6-SE 18" 36" 10.3' Yes No South Side Dugout 7-SW 18" 36" 10.2' Yes No South Side Dugout 8-SE 18" 36" 10.2' Yes No South Side Dugout 9-W. CTR 18" 42" 10.5' Yes No South Side Dugout 10-E. CTR 18" 36" 10.1' Yes No South Side Dugout FUGRO SOUTH, INC. ' 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 DRILLED BELLED PIER OBSERVATION REPORT CLIENT: Coppell lSD, c/o K A Sparks REPORT DATE: November 30, 2000 PROJECT: Coppell Middle School West, Coppell. Texas PROJECT NO: 0700-2227 DRILLING CONTRACTOR: North Texas Drilling Page 2 I DATE PERFORMED: November 21, 2000 I LOCATION: Competition Baseball Field Dugouts Pier Required Required Total Depth, Proper Water Remarks Number Shaft Bell ft. Alignment Present Diameter, in. Diameter, in. I 11 -N.E 18" 36" 10.4' i Yes No South Side Dugout 12-NW 18" 36" 10.3' Yes No South Side Dugout Reinforcing steel checked in all piers and found to be in accordance with project requirements, unless otherwise noted. Bearing Material: Tan gray shaley clay Skip Martin Fugro Technician FUGRO SOUTH INC, Reviewed By: '-~'"'~-'"'"'~.-,,-'.,.~,.~.----.-.-~ SMH/nl Distribution: K A Sparks Contractors Inc. - Jim Schooler K A Sparks Contractors Inc. - Rick McKinney (Fax: 972-745-4511 ) City of Coppell - Lee Stone City of Coppell - Larry Davis Coppell lSD - Mickey Harper SHW Goup - Mike Elmore SHW Goup - Joe Craddock FUGRO SOUTH, INC. 2880 Virgo Lane; Dallas. Texas 75229 Ph (972) 464-8301' Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Coppell lSD, c/o K A Sparks Report Date: November 30, 2000 PROJECT: Coppell Middle School West, Coppell, Texas Project No.: 0700-2227 SAMPLE DATE: November 21, 2000 CONTRACTOR: The Cortez Group for K.A. Sparks TICKET NO.: 7095336 CONCRETE SUPPLIER: LMC AMBIENT TEMP. (°F): 55 PLANT/TRUCK: 7 / 958 CONCRETE TEMP. (°F) (ASTM C-1064).' 60 MIX ID NUMBER: 38 TIME BATCHED: 11:02 AIR (%) (ASTM C-231): TIME SAMPLED: 11:49 WATER ADDED (gal): WEATHER CONDITION: Fair/Cool SLUMP (in.) (ASTM C-143) .' 4.0 LOCATION OF PLACEMENT: Twelve belled piers for 2 competition baseball field dugouts 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) CMW 141 7 11-28-00 88900 3140 3000/28 days CMW 142 28 12-19-00 CMW 143 28 12-19-00 CMW 144 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM C-31 Testing ASTM C-143, Typos°f [~ ~ B D Curing: Methods: ASTM C-39 Fracture: A B C D REMARKS: Technician: Skip Martin FUGRO SOUTH INC. Reviewed By: ~ / SMH/bg Distribution: K A Sparks Contractors Inc. - Jim Schooler K A Sparks Contractors Inc. - Rick McKinney (Fax: 972-745-4511 ) City of Coppell - Lee Stone City of Coppell - Larry Davis----"' Coppell lSD - Mickey Harper SHW Goup - Mike Elmore SHW Goup - Joe Craddock -'=I-- FUGRO SOUTH, INC. 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Coppell lSD, c/o K A Sparks Report Date: November 30, 3000 PROJECT: Coppell Middle School West, Coppell, Texas Project No.: 0700-2227 SAMPLE DATE: November 20, 2000 I CONTRACTOR: Cortez Group TICKET NO.: 7095271 CONCRETE SUPPLIER: LMC AMBIENT TEMP. (°F): 51 PLANT/TRUCK: 7/959 CONCRETE TEMP. (°F) (ASTM C-1064): 57 MIX ID NUMBER: 38 TIME BATCHED: 11:21 am AIR (%) (ASTM C-231): TIME SAMPLED: 12:05 pm WATER ADDED (gal): 0 WEATHER CONDITION: Clear SLUMP (in.) (ASTM C-143): 4.50 LOCATION OF PLACEMENT: Slab for bleachers at south ball field, 5 feet south, 4 feet west of northeast corner 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) CMW 133 7 11/27/00 83800 2960 3000/28 days CMW 134 28 12/18/00 CMW 135 28 12/18/00 CMW 136 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof [~ [~ [~ [~ Cudng: Methods: ASTM C-39 Fracture: A B C D REMARKS: Technician: Yancey Bivings FUGRO SOUTH INC. Reviewed By: ~ / SMH/rm Distribution: K A Sparks Contractors Inc. - Jim Schooler K A Sparks Contractors Inc. - Rick McKinney (Fax: 972-745-4511 ) City of Coppell - Lee Stone City of Coppell - Larry Davis Coppell lSD - Mickey Harper SHW Goup - Mike Elmore SHW Goup - Joe Craddock