SC-Coppell HS-LR000209FUGRO 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 Dal - Mac Construction Co. Report Date: February 9, 2000
PROJECT: Coppell High School, Stadium Expansion Project No.: 0791-2208
Coppell, Texas
SAMPLE DATE: February 1, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C.t0S4):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez Group
7O82899
62
75
9:51
10:40
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 7/752
MIX ID NUMBER: 16
AIR (%) (ASTM C-23t):
WATER ADDED (gal): 0
Overcast SLUMP (in.) (ASTM C-143):
Stadium, straight shaft foundation piers sampled at pier B-21
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)
CHC 516 7 02/08/00 86000 3040 3000/28 days
CHC 517 28 02/29/00
CHC 518 28 02/29/00
CHC 519 Hold Fracture mode is (A) unless otherwise r,o~e~
Specifications: Making & ASTM C-31 Testing ASTM 0'143' Typesof ~] ~[~ ~ ~
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Mike Flute
FUGRO SOUTH INC.
Reviewed By: ~.
SMH/rm
Distribution:
DaI-Mac Construction - Damon.,~Nerman
City of Coppell - Larry Davis ~-
Coppell lSD - Mickey Harper
SHW Group - Joe Craddock
SHW Group - Mike Elmore
JRJ Paving - Jeff Williford
FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620.7328
DRILLED PIER OBSERVATION REPORT
CLIENT:
PROJECT:
DRILLING CONTRACTOR:
Coppell lSD, cio Dal - Mac Construction Co.
Coppell High School, Stadium Expansion, Coppell, Texas
Street Foundation
Report Date: February 9, 2000
Project No.: 0791-2208
Page 1
Location: Drilled Piers
DATE PERFORMED: February 7, 2000
Pier ~enet~ '?'~:: ?~ ~ ~
:::Number 'i ~P: ~ ~'~: ~"'~
C/2 36 16.4 8.0 8.2 24.6 Yes No No
D/19.5 60 lg.g 4.0 4.1 24.0 Yes No No
C/3 36 18.8 8.0 8.2 27.0 Yes No No
O/19.5 60 20.0 4.0 4.0 240 Yes No No
0/4 36 lg.6 8.0 8.4 28.0 Yes No No
B/lg.5 60 20.0 4.0 4.5 24.5 Yes No No
C/8 36 21.6 8.0 8.7 30.3 Yes No No
D/5.5 60 19.7 4.0 4.0 23.7 Yes No No
C/11 36 20.3 6.0 6.3 26.6 Yes No No
C/5.5 60 20.0 4.0 4.6 24.6 Yes No No
C/14 36 19.4 6.0 6.6 26.0 Yes No No
B/5.5 60 18.5 4.0 4.1 22.6 Yes No No
O/17 36 19.3 8.0 8.9 28.2 Yes No No
D.5/5.5 60 20.0 4.0 4.8 24.8 Yes No No
C/21 36 19.7 8.0 8.4 28.1 Yes No No
FUGRO SOUTH, INC.
2880 Vlrgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
DRILLED PIER OBSERVATION REPORT
CLIENT: Coppell lSD, c/o Dat- Mac Construction Co.
PROJECT: Coppell High School, Coppell, Texas
DRILLING CONTRACTOR: Street Foundation
Report Date: February 9, 2000
Project No.: 0791-2208
Page 2
DATE PERFORMED:. . . February 7,.. 2000 .. :
Location: Drilled Piers
::Numbe~: "':~:"~:~ ~:: '~:' ~: :, ti~h ff.::!!::i::~i~ ~ ~ !g~ ,~i
~ma~
A5.5 60 18.4 4.0 4.9 23.3 Yes No No
B/17 36 20.4 10.0 10.0 30,4 Yes No No
B/14 36 20.0 10.0 10.5 30.5 Yes No No
C/23 36 16.4 6.0 6.3 22.7 Yes No No
B/11 36 20.0 10.0 10.0 30.3 Yes No No
B/8 36 20.0 10.0 11.0 31.0 Yes No No
Reinforcing steel checked in all piers and found to be in accordance with project requirements, unless
otherwise noted.
Bearing Material: Gray Shale
Phillip Forrest
Fugro Technician
SMH/bg
Distribution:
DaI-Mac Construction - Damon Norman
City of Coppell - Larry Davis ~
Coppell lSD - Mickey Harper
SHW Group - Joe Craddock
SHW Group - Mike Elmore
JRJ Paving - Jeff Williford
FUGRO SOUTH INC.
Reviewed By: ~'~-
FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
DRILLED PIER OBSERVATION REPORT
Coppell lSD, c/o Dal - Mac Construction Co.
CLIENT:
PROJECT: Coppell High School, Stadium Expansion, Coppell, Texas
DRILLING CONTRACTOR: Street Foundation
Report Date: February 9, 2000
Project No.: 0791-2208
Page 1
~L~res~Bc~
B/24.5 18 11.1 4.0 4.0 15.1 Yes No No
0.5/8 36 20.0 4.0 4.6 24.6 Yes No No
~8 36 20.0 4.0 4.8 24.8 Yes No No
B24.1 18 12.1 4.0- 4.3 '16.~ Yes No- No
O.5/11 36 19.9 4.0 4.1 24.0 Yes -No No
B24.4 18 18.3 4.0 4.0 22.3 Yes Yes Yes
~11 36 19.5 4.0 4.5 24.0 Yes No No
05/14 36 20.0 4.0 4.8 24.8 Yes No No
N14 36 19.5 4.0 4.5 24.0 Yes No No
B.3/23.5 18 16.7 4.0 4.3 21.0 Yes No No
Q5/17 36 19.8 4.0 4.4 24.2 Yes No No
AB/20.9 18 19.1 4.0 4.5 23.6 Yes Yes Yes
N17 36 19.8 4.0 4.0 23.8 Yes No No
D/23 36 17.0 4.0 4.2 19.2 Yes No No
C/22 36 18.8 8.0 8.1 26.9 Yes No No
D~4 36 12.0 4.0 4.4 16.4 Yes- No
AB/20.1 18 19.0 4..0 ~ 4,0 23.0 Yes - '~ No ....
0.5/18.4 18 .19:3 6.0 6j2 ; 25;5 .... Yes ..... No No.
F/18 36 15.0 4.0 4.1 19.1 Yes No No
F/16 36 15.5 6.0 6.1 21.6 Yes No No
G/16 36 16.6 6.0 6.4 23.0 Yes No No
DATE PERFORMED: February 8, 2000
Location: Drilled Piers
FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972)484-8301; Fax (972) 620-7328
DRILLED PIER OBSERVATION REPORT
Coppeil lSD, c/o Dal- Mac Construction Co.
Coppell High School, Coppell, Texas
Street Foundation
DATE PERFORMED:
CLIENT:
PROJECT:
DRILLING CONTRACTOR:
Location: Drilled Piers
Report Date: February 9, 2000
Project No.: 0791-2208
Page 2
February 8, 2000
:: : ~ ~:Sh~~ ~;~ia~ Actual ~~T~
; Pier Dl~et~r ~ ~:~e~e~~ ~ .~
F/15 36 15.6 6.0 6.2 21.8 Yes No No
A.4/18.6 18 19.8 7.0 7.2 28.8 Yes No No
G/15 36 15.0 6.0 6.0 21.0 Yes No No
F/13 36 15.5 6.0 6.2 21.7 Yes No No
B/18.8 18 20.0 7.0 7.4 27.4 Yes No No
G/13 36 15.7 4.0 4.1 19.8 Yes No No
Reinforcing steel checked 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:
DaI-Mac Construction - Damon..j~orman
City of Coppell - Larry Davis
Coppell lSD - Mickey Harper
SHW Group - Joe Craddock
SHW Group - Mike Elmore
JRJ Paving - Jeff Williford