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SC-Coppell MSW-LR010820FUGRO SOUTH, INC. 2880 Virgo Lane; Dallas, Texas 75229 C~O~~L~VE S~TR~" Ph (972) 484-8301; Fax (972) 620-7328 GTH OF CONCRETE REPORT CLIENT: · Coppell lSD, c/o K A Sparks,*' Report Date: August 20, 2001 PROJEC-: Coppell Middle School W.%~t, Coppell T,~S Project No.: 0701-2192 \ .ugust 3, 2001 I CONTRACTOR: ~' K.A. Spark~ TICKET NO.: { · CONCRETE SUPPLIER: AMBIENT TEMP. (°F): ,~- PLANT/TRUCK: CONCRETE TEMP. (°F) (ASTM C-1064): MIX ID NUMBER: TIME BATCHED: AIR (%) (ASTM C-231): TIME SAMPLED: WATER ADDED (gal): WEATHER CONDITION: SLUMP (in.) (ASTM C.143): LOCATION OF PLACEMENT: 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) CMS 1 11 08/14/01 104100 3680 /28 days CMS 2 28 08/31/01 CMS 3 28 08/31/01 CMS 4 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM C-31 Testing ASTM C-143. Typesof [~ [~ ~ Curing: Methods: ASTM C-39 Fracture: A B C D REMARKS: Cylinders cast by Contractor. All information except tes, data furnished by Contractor and assumed to be correct. Technician: Jeff,,Jedlicka 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 FUGRO SOUTH, INC. 2880 Virgo Lane; Dallas, Texas 75229 Ph (972)484-8301; Fax (972) 620-7328 DR'.-LED PIER OB ERVATION REPORT CLIENT: Copp, I lSD. c/o K A Sparks ~' REPORT DATE: August 20, 2001 PROJECT: Copp~ '1 Middle School West, Coppell. Texj~' PROJECT NO: 0700-2227 DRILLING CONTR '.CTOR: North Texas Drilling DATE '-]=I;;~,'.','MED: August 16, 2001 I LOCATION: Area G Pier Required Required Total Depth, Proper Water Remarks Number Shaft Bell ft. Alignment Present Diameter, in. Diameter, in. GC-G2 18 54 17.7 Yes Yes GF-G4 18 54 17.9 Yes Yes GF-G3 18 54 18.0 Yes Yes GE-G3 18 54 17.5 Yes Yes GD-G3 18 54 17.4 Yes Yes GC-G3 18 54 17.3 Yes Yes Reinforcing steel checked in all piers and found to be in accordance with project requirements, unless otherwise noted. Bearing Material: Tan gray shaley clay Dumitru Balas 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 JI'---'~'---,_ FUGRO SOUTH, INC. e _ 2880 Virgo Lane; Dallas. Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 DRILLED BELLED PIER OBSERVATION REPORT CLIENT: Coppell lSD. cio K A Sparks REPORT DATE: August 20, 2001 PROJECT: Coppell Middle School West. Coppell, Texas PROJECT NO: 0700-2227 DRILLING CONTRACTOR: North Texas Drilling Page 1 I DATE PERFORMED: August 16, 2001 I LOCATION: Area E Pier Required Required Total Depth, Proper Water Remarks Number Shaft Bell ft. Alignment Present Diameter, in. Diameter, in. EC-E10 18 48 18.2 Yes Yes EC-ES.2 18 48 18.5 Yes Yes E C-ES. 1 18 48 18.0 Yes Yes E C-E6.1 18 48 17.5 Yes Yes EC-E6 18 48 18.0 Yes Yes EC. 1 -E6.2 18 48 18.2 Yes Yes EC.I-E6.1 18 48 17.7 Yes Yes EC.I-E6 18 48 18.0 Yes Yes EC.2-E6 18 48 17.8 Yes Yes EC-E8 24 60 17.3 Yes Yes GF-G1 18 54 18.4 Yes Yes GF-G2 18 54 18.2 Yes Yes GE-G1 18 54 18.4 Yes Yes GE-G2 18 54 18.6 Yes Yes GD-G2 18 54 19.0 Yes Yes GD-G1 18 54 18.2 Yes Yes GC-G 1 18 54 17.1 Yes Yes 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: August 20, 2001 PROJECT: Coppell Middle School West, Coppell, Texas PROJECT NO: 0700-2227 DRILLING CONTRACTOR: North Texas Drilling Page 1 DATE PERFORMED: August 15, 2001 LOCATION: Area E Pier Required Required Total Depth, Proper Water Remarks Number Shaft Bell ft. Alignment Present Diameter, in. Diameter, in. EC.3-E 10 18 54 18.0 Yes Yes EC.3-E8.2 18 54 18.5 Yes Yes EC.3-E8.1 18 54 17.7 Yes Yes EC.3-E8 18 54 18.0 Yes Yes EC.3-E6.2 18 54 17.8 Yes Yes EC.3-E6.1 18 54 17.9 Yes Yes EC.3-E6 18 54 18.2 Yes Yes EC.2-E 10 18 48 17.5 Yes Yes EC.2-E8.2 18 48 18.0 Yes Yes EC.2-E8.1 18 48 17.9 Yes Yes E C.2-E8 18 48 17.9 Yes Yes EC.2-E6.2 18 48 17.4 Yes Yes EC.2-E6.1 18 48 18.2 Yes Yes EC.I-EIO 18 48 18.0 Yes Yes EC. 1 -E8.2 18 48 17.6 Yes Yes EC.I-ES.1 18 48 17.3 Yes Yes 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: August 20, 2001 PROJECT: Coppell Middle School West, Coppell, Texas PROJECT NO: 0700-2227 DRILLING CONTRACTOR: North Texas Drilling Page :2 DATE PERFORMED: August 15, 2001 LOCATION: Area E Pier Required Required Total Depth, Proper Water Remarks Number Shaft Bell ft. Alignment Present Diameter, in. Diameter, in. EC.1-E8 18 48 18.2 Yes Yes EC-E6.2 18 48 18.8 Yes Yes Reinforcing steel checked in all piers and found to be in accordance with project requirements, unless otherwise noted. Bearing Material: Tan gray shaley clay Dumitru Balas 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