SC-Coppell HS-LR000214FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Tex~_~ 7-~
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 14, 2000
PROJECT: Coppell High School, Stadium Expansion Project No.: 0791-2208
Coppell, Texas
SAMPLE DATE: February 4, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F): 48.4
CONCRETE TEMP. (°F) (ASTM C-1064): 54.7
TIME BATCHED: 9:20 am
TIME SAMPLED: 10:10 am
WEATHER CONDITION:
LOCATION OF PLACEMENT: Piers:
Dal Mac I Cortez Group
CONCRETE SUPPLIER:
Lattimore
PLANT/TRUCK: 7/958
MIX ID NUMBER: 16
AIR (%) (ASTM C-231): 3.0
WATER ADDED (gal): 0
SLUMP (in.) (As'rM C-t43): 5
AC/249, D/2, bottom % D/3
CONCRETE CYLINDER COMPRESSIVE S1RENGTH TESTS
Standard 6" x 12", 28.27 square Inches
TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE
CYLINDER AGE DATE LOAD STRENGTH STRENGTH
N I~ .~'-_ ~'- E R (days) TESTED (pounds) (psi) (psi)
CHC 548 7 02/11/99 100000 3540 3000/28 days
CHC 549 28 03/03/00
CHC 550 28 03/03/00
CHC 551 Hold Fracture mode is (A) unless otherwise
Speciflca,ons: Making & ASTM C-31 T--ting ASTM C'143, Type$°f ~ [~ ~ r']
cudng: Me~hods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Phillip Forrest
FUGRO SOUTH INC.
Reviewed By: ~ ~' --
SMH/rm
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.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
CLIENT:
PROJECT:
FIELD DENSITY REPORT
Coppeil lSD, c/o Dal - Mac Construction Co. REPORT DATE: February 14, 2000
Coppell High School, Stadium Expansion, Coppell, Texas PROJECT NO: 0791-2208
DA-rE PERFORMED: February 11, 2000
"1
Density Test Method:
Number
1
ASTM 0-2922 & 3017
MOISTURE/DENSITY RELATIONS
Material
Description Maximum Dry Density (pcf)
Red silty sand with some dark gray clay 119.4
TEST RESULTS
111
112
113
114
115
116
Remarks:
Method of Compaction: ASTM D-698
Proctor Results
Optimum Moisture (%)
12.2
TEST PROCTOR LOCATION UNIT DRY MOISTURE
NO. NO. WEIGHT CONTENT PERCENT
110 1 15 inch storm drain, Line A-2, station 110.8 12.1
3+45, 5 feet below grade
1 15 inch storm drain, Line A-2, station 119.0
3+45, 3 feet below grade
1 15 inch storm drain, Line A-2, station 115.2
3+45, I foot below grade
1 15 inch storm drain, Line A-2, station 116.1
1 +00, 3 feet below grade
1 15 inch storm drain, Line A-2, station 120.7
1+00, 1 foot below grade
1 8 inch water, Line "A", station 13+00, 2 117.4
feet below grade
1 8 inch water, Line "A", station 17+00, 2 118.5
feet below grade
All densities meet project specifications unless otherwise noted.
PERCENT OF
MAXIMUM DENSITY
101.3
11.1 99.7
13.1 96.5
10.9 97.3
11.3 '" 101.1
12.1 98.4
12.6 99.6
Mike Flute
Fugro South 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
CLIENT: Coppell lSD, c/o Dui - Mac Construction Co.
PROJECT: Coppell High School, Stadium Expansion, Coppell, Texas
DRILLING CONTRACTOR: Street Foundation
Report Date: February 14, 2000
Project No.: 0791-2208
Page 1
DATE PERFORMED: February 10, 2000
Location: Drilled Piers
ActUaI
i!Eene~a" Penetra~
pier
Number Mate'~i~l ~?~i~: , tio~ ft; AIi~ ~ ~ ,~ ~,~ ~ ~,~!i~ ~i;,~'d~ ~ !iil i[~ai~ks
AB/4.9 18 20.6 4.0 4.3 24.9 Yes No No 67
AB/4.2 18 20.5 4.0 4.1 24.6 Yes No No 68
0.5/6.5 18 20.0 6.0 6.1 26.1 Yes No No 19
AB/9.2 18 21.0 4.0 4.2 25.2 Yes N° NO 66
O.5/19.5 60 19.5 4.0 4.2 23.7 Yes No No 43
A/19.5 60 18.6 4.0 4.0 22.6 Yes No ...., No 44
A.3/6.5 18 19.5 7.0 7.1 26.6 Yes No No 18
A.3/7.8 18 19.0 7.0 7.3 26.3 Yes No No 35
0.5/2 36 18.5 4.0 4.0 22.5 Yes No No 10
B/6.5 18 19.7 7.0 7.3 27.0 Yes No No 17
A/2 36 18.0 4.0 4.1 22.1 Yes No No 11
AB/10.1 18 21.5 4.0 4.1 25.6 Yes No No 65.
B/2 36 16.6 10.0 10.0 26.6 Yes No No 4
0.5/3 36 !9,~5 4.0 4.1 23.6 Yes No No 9
A/3 36 18.0 4.0 4.3 22'3 Yes ...... No No 12
A.4/17.3 18 20.1 7.0 7.2 27.3 Yes No No 32
B/3 36 19.2 10.0 10.1 29.3 Yes No No 5
0.5/4 36 19.5 8.0 8.0 27.5 Yes No No 13
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 Dal - Mac Construction Co.
PROJECT: Coppell High School, Coppell, Texas
DRILLING CONTRACTOR: Street Foundation
Report Date: February 14, 2000
Project No.: 0791-2208
Page 2
DATE PERFORMED:
Location: Drilled Piers
::Number Ma~i!~
D/2.1 24 16.4 6.0 6.4 22.8 Yes No No 101
A/4 36 19.6 7.0 7.8 27.4 Yes No No 14
B/4 36 19.0 10.0 10.3 29.3 Yes No No 15
D/22.6 24 19.0 4.0 4.0 23.0 Yes No No 104
C/27.5 18 19.0 6.0 6.2 25.2 Yes No No 105
H/25.2 18 12.2 5.0 5.4 17.6 Yes No -. ~ No 158
F/14 24 16.5 4.0 4.2 20.7 Yes No No 111
Reinforcing steel checked in all piers and found to be in accordance with project requirements, unless
otherwise noted.
Bearing Matedah Gray Shale
Phillip L. Forrest
Fugro Technician
FUGRO SOUTH INC.
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
Reviewed By: