Westbury Manor-LR 990301FUGRO SOUTH, INC.
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2~80 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Centex Homes
PROJECT: vistas of coppell 3, Coppell, Texas
Report Date: March 1, 1999
Project No.: 0781-2276
$ PLEDATE: Febma 19, 1999
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (AS~ c-10s4):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDmON:
LOCATION OF PLACEMENT:
M. B. structures
3078286
6O
70
12:18
12:50
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 3/830
MIX ID NUMBER: 38
AIR (%) (ASTM C-231):
WATER ADDED (gal): 20
SLUMP (In.) (ASTM C.143): 5 1/4
Center wall and northwest wing off box culvert
cONCRETE:CYUNDERCOMPRE~WESTRENGTH TESTS , ~:::: :~:'
TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE
CYUNDER AGE DATE LOAD STRENGTH STRENGTH
NUUaER (d~y~) TESTED (pound) (tm) (mi)
VOC 9 7 02/26/99 92000 3254 /28 days
VOC 10 28 03/19/99
VOC 11 28 03/19/99
VOC 12 Hold
Fracture mode is (A) unless otfler~ise noted
Specifications: Making & ASTM C-31 T.tlng ASTM C-143. Typesof ~] ~ [~ ~
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Mike Flute
SMH/ITn
Distribution:
Centex Homes - Robert Poole
City of Coppell - Larry Davis
M B Structures
FUGRO SOUTH INC.
Reviewed By: ~-
FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
CLIENT:
PROJECT:
FIELD DENSITY REPORT
Ryland Homes
Westbury Manor, Coppell, Texas
REPORT DATE: March 1, 1999
PROJECT NO.: 0781-2277
DATE PERFORMED: February 22, 1999
Number
1
2
TEST
NO.
39
40
41
42
43
45
Remarks:
Material
MOISTURE/DENSITY RELATIONS
Description
Medium brown silty sandy clay
Dark brown and red tan sand clay mix
PROCTOR
NO.
1
2
Proctor Results
Maximum Dry Density (pcf) Optimum Moisture (%)
107.7 17.2
104.7 19.4
LOCA~ON
TEST RESULTS
UNIT DRY MOISTURE PERCENT OF
WEIGHT CONTENT PERCENT MAXIMUM DENSITY
104.2 17.8 96.8
2
Sanitary sewer, Line S-2, station 1+80, 6
feet below grade
Sanitary sewer, Line S-2, station 1+80, 4 106.9
feet below grade
Sanitary sewer, Line S-2, station 1+80, 2 102.9
feet below grade
Sanitary sewer, Line $-2, statiOn 1+80, 103.1
final
Sanitary sewer, Line S-2, station 1+00, 4 101.5
feet below grade
Sanitary sewer, Line S-2, station 1+00, 2 99.9
feet below grade
Sanitary sewer, Line S-2, station 1 +00, 100.6
final
18.1 99.3
17.9 95.5
17.3 95.7
21.6 96.9
21.4 95.4
20.3 96.1
2
All densities meet project specifications unless otherwise noted.
Jason Brimingham
Fugro South Technician
FUGRO SOUTH INC.
SMH/mv
Distribution:
Ryland Homes - Mark Gaines //
City of Coppell - Larry Davis
Goodwin & Marshall - David Gregory
Site Concrete, Inc. - Melissa Uselding
Reviewed by: