SC-Coppell MSW-LR010904 .-~.~_.....
FUGRO SOUTH, INC. J
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
D l;t N S ITY REPORT
CLIENT: r,,opj~lSD, c/o_KASparks ~' Report Date: September4, 2001
PROJECT: ~C~p~ell Middle Sc~,~o~oppell, Texas Project No.: 0701-2192
~JATE PERFORMED: August 14, 2001
Density Test Method: ASTM D-2922 & 3017 Method of Compaction: ASTM D-698
MOISTURE/DENSITY RELATIONS
Material Proctor Results
Number Description Maximum Dry Density (pcf) Optimum Moisture (%)
I Dark brown clay 97.3 23.4
TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF
NO. NO. WEIGHT CONTENT PERCENT MAXIMUM DENSITY
1 I Classroom addition slab, On kitchen 98.6 27.5 101.3
southside corner, final
2 1 Classroom additon slab, On kitchen 98.9 23.8 101.6
middle of slab, final
3 1 Classroom addition slab, On Band Hall 97.6 24.0 100.3
eastside of corner, final
4 1 Classroom additon slab, On westside 97.4 24.2 100.1
corner, final
Remarks: All densities meet project specifications unless otherwise noted.
Sanyel Jones
Fugro South 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 f '
SHW Goup - Joe Craddock
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, cio K A Sparks Report Date: September 4, 2001
PROJECT: Coppell Middle School West, Coppell, Texas Project No.: 0701-2192
SAMPLE DATE: August 3, 2001
CONTRACTOR: K.A. Sparks
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 111500 3940
CMS 3 28 08/31/01 109300 3860
CMS 4 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof [~ ~ ~ E~
Curing' Methods: ASTM C-39 Fracture: A B C D
REMARKS: Cylinders cast by Contractor. All information except test data furnished by Contractor and assumed
to be correct.
Technician: Jeff Jedlicka
FUGRO SOUTH INC.
Reviewed By: '"- /
SMH/rm
Distribution: K A Sparks Contractors Inc. - Jim $chooler
K A Sparks Contractors Inc. - Rick McKinney (Fax: 972-745-4,51
City of Coppell - Lee Stone
City of Coppell - Larry Davi~"'"
Coppell lSD - Mickey Harper
SHW Coup - Mike Elmore
SHW Coup - Dale Lilljedahl