Waterside P3-LR 950617FUGRO-McCLELLAND (SOUTHWEST), INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (214) 484-8301; Fax (214) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Standard Pacific of Texas Report Date: June 17, 1995
PROJECT: Watersid~ Estates #3, Coppell, Texas Project No.: 0751-2031
I
CONTRACTOR:
TICI~T NO.: CONCRETE SUPPLIER:
AMBIENT TEMP. (°F): PLANT/TRUCI~
CONCRETE TEMP. (°F): MIX ID NUMBER:
TIME BATCIiED: AIR (%) (ASTM C-eSl)
TIME SAMPLED: WATER ADDED:
WEATItER CONDITION: SLUM~ (inches) (ASTM C44~)
LOCATION OF PLACEMENT: Manhole at line A, station 0+45
CYXJ~I-DER AGE DATE TOTAL LOAD COM~RESSIV][ REQUIRED COMPRESSIV'g
NUMBER (days) TESTED (pounds) STRENGTH STRENGTH
(psi) (psi)
WSP 1 7 05/19/95 87000 3078 3000/28 clays
WSP 2 7 05/19/95 90000 3184
WSP 3 28 06/09/95 117000 4134
WSP 4 28 06/09/95 120000 4245
S~-ificatiom: Makin~ & Curin~ AS'I'M C-31 T~i_._~ M~thod~: ASTM C-143, ASTM C-39
Cylinders cast by Contractor. All information except test data furnished by Contractor and assumed to be correct.
Teclmician: Jose Rivera FUGRO-McCLELLAND (SOUTHWEST), INC.
Checked ByO ~.
SMI-Fbr
Distribution: Standard Pacific of Texas - Randy Lockhart
City of Coppell - Larry Davis
FUGRO-McCLELLAND (SOUTHWEST), INC. i
2880 Virgo Lane; Dallas, Texas 75229
Ph (214) 484-8301; Fax (214) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Standard Pacific of Texas Report Date: June 17, 1995
PROJECT: Waterside Estates #3, Coppell, Texas Project No.: 0751-2031
I
CONTRACTOR: Moss Construction "
TICKET NO.: 332986 CONCRETE SUPPLIER: Pioneer
AMBIENT TEMP. (°F): 85 PLANT/TRUCK: 24
CONCRETE TEMP. (oF): 90 MIX ID NUMBER: 9451 PPU
TIME BATCHED: 10:35 am AIR (%) (ASTM C-aSl)
TIME SAMPLED: 11:30 am WATER ADDED: 5
WEATi[ER CoNDmoN: Clear, humid SLUMP (inche~) (ASTM C-14,3) 1.5
LOCATION OF PLACEMENT: Manhole, station 7+64
CYLIlVDER AGE DATE TOTAL LOAD COMPRESSIVE REQUIRED COMPRESSIVE
NLrMBER (days) TESTED (pounds) STRENGTH STRENGTH
(psi) (psO
WSP 5 7 05/22/95 100000 3538 4000/28 days
WSP 6 28 06/12/95 143000 5059
WSP 7 28 06/12/95 147000 5200
WSP 8 Hold
Spec~catiom: Makin~ & Curing: A~TM C-31 T~fin~ Method~: Ab'TM C-143, ASTM C-39
T~clmician: David Gardner FUGRO-McCLELLAND (SOUTHWEST), INC.
Check~ By: ~-~'~'
SMH/br
Distribution: Sm{lard Pacific of Texaa - Randy l.~ldm;I
fit), of Copp~ll -
FUGRO-McCLELLAND (SOUTHWEST), INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (214)484-8301; Fax (214) 620-7328
FIELD DENSITY REPORT
CLIENT: Standard Pacific of Texas PROJECT NO.: 0751-2031
PROJECT: Waterside Estates #3, Coppell, Texas REPORT DATE: June 17, 1995
MOISTURE/DENSITY RELATIONS
Material Proctor ResultS :'
Number De~cription Maximum Dry Density (pcf) Optimum Moisture (%)
1 _ 'Dark brown sandy clay with gray limestone and gravel 108.9 18.4
TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF
NO. NO. WEIatrr coNTv, l~rr PF. RCENT MAXIMUM OgNsrry
21 I P~test of#9, dated 05/18/95 108.9 19.8 100.0
22 1 27-inch storm sewer, line A, station 1+000, 112.4 18.9 103.2
final
23 1 2-inch electrical conduit between lots 11 and 105.3 18.7 96.7
12 and lots 14 and 15, Block H
24 I 2-inch electrical conduit, Block G, lot 1 to 99.0 19.9' 90.9**
lots 3 and 4
25 1 Retest of 024, dated 06/02/95 105.3 18.8 96.7
Remarks: * Does not meet project specifications for percent moisture content.
· * Does not meet project specifications for percent maximum dry density.
Neil Rana.
Fugro-McClelland Technician
FUGRO-McCLgI.I.AND (SOUTHWEST), INC.
Checked by: _(~{ ~ '
SMH/br
Distribution: Standard Pacific of Texas - Randy Lockhart
City of Coppell - Larry Davis f-