SC-Coppell MSW-LR001215FUGRO 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: December 15, 2000
PROJECT: Coppell Middle School West, Coppell, Texas Project No.: 0700-2227
SAMPLE DATE: November 13, 2000
CONTRACTOR: Cortez Group
TICKET NO.: 7095124 CONCRETE SUPPLIER: LMC
AMBIENT TEMP. (°F): 61 PLANT/TRUCK: 7/938
CONCRETE TEMP. (°F) (ASTM C-1064): 76 MIX ID NUMBER: 38
TIME BATCHED: 1:20 pm AIR (%) (ASTM C-231):
TIME SAMPLED: 2:00 pm WATER ADDED (gal): 0
WEATHER CONDITION: Sunny & windy SLUMP (in.) (ASTM C-143); 5.50
LOCATION OF PLACEMENT: Slab on concession & restroom facility, sampled from east side of
ticket area
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 129 7 11/20/00 84700 3000 3000/28 days
CMW 130 28 12/11/00 113600 4020
CMW 131 28 12/11/00 115200 4070
CMW 132 Hold I
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-!43. Typesof [~ ~ ~ ~
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Jeff Jedlicka
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 J
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 PIER OBSERVATION REPORT
CLIENT: Coppell lSD, c/o K A Sparks REPORT DATE: December 15, 2000
PROJECT: Coppell Middle School West, Coppell, Texas PROJECT NO: 0700-2227
DRILLING CONTRACTOR: North Texas Drilling Page 1
DATE PERFORMED' December 4, 2000
Location: Baseball and Softball Fields
Depth
Shaft to Plan Actual Total
Pier Diameter Bearing Penetra- Penetra- Depth Proper Water Casing
Number in. Material tion ft. tion ft. ft. Alignment Presentm Used Remarks
ff.
Baseball 36 16 16.0 16.0 Yes No No *
left field
Baseball 3rd 36 - 17 17.0 17.0 Yes No No
base
Baseball 36 - 16 17.0 17.0 Yes No No
home left
Softball 36 - 15 15.4 15.4 Yes No No
right field
Softball left 36 - 15 15.1 15.1 Yes No No
field
Softball 3rd 36 - 15 15.9 15.9 Yes No No
base
Baseball 36 - 16 16.2 16.2 Yes No No
right field
Baseball 1s' 36 - 17 17.4 17.4 Yes No No
lift
Baseball 36 - 16 16.3 16.3 Yes No No
right home
FUGRO SOUTH, INC. '
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
DRILLED PIER OBSERVATION REPORT
CLIENT: Waxahachie lSD REPORT DATE: December 15, 2000
PROJECT: VVaxahachie 9th Grade Academy, Waxahachie, Texas PROJECT NO: 0700-2224
DRILLING CONTRACTOR: Page 2
DATE PERFORMED: December 4, 2000 I
Location:
Depth
Shaft to Plan Actual Total
Pier Diameter Bearing Penetrao Penetra- Depth Proper Water Casing
Number in. Material tion ft. tion ft. ft. Alignment Presentm Used Remarks
ff.
Softball 1 st 36 - 15 15.1 15.1 Yes No No
lift
Reinforcing steel checked in all piers and found to be in accordance with project requirements, unless
otherwise noted.
Bearing Material: Tan gray shaley clay
Jeff Jedlicka
Fugro Technician FUGRO SOUTH INC.
Reviewed By: ~'i t'i"~ ~'"~ ~'"~'c~"'~-"
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