Park West CC(15.1)-LR 950420reed engineering
C~3G~OMP
GEOTECHN(CAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
REPORT NO.: 3 O JOB NO.: 19 2 O ' 2 DATE CAST: O 4 / 13 / 9 5
Lonestar Plywood and Door SPECIFICATION: 3000 PSI
PROJECT:
Patio - NW corner of building 10/20 yds
LOCATION: QUANTITY REPRESENTED:
ARCHITECTlENGINEER: SAMPLED BY: D. W 1 t t
CONTRACTOR: BY ORDER OF: CZ 1 erit
REPORTED TO: Lonestar Plywood & Door DA~:04/20/95 ORDER NUMBER:
(B x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SO. IN. LABORATORY NUMBER
FIELD NUMBER: LPO413O1 LP041302
MAXIMUM LOAD, Les: 9 5, 0 0 0 9 0, 0 0 0
AGE WHEN TESTED, DAYS: 7 7
COMPRESSIVE STRENGTH, PSI: 3 3 6 0 318 0
3270
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
METHOD OF CURING: FIELD DAYS, LABORATORY FROM TRANSPORTED BY
4 04/17/95 Reed
TEMPERATURE: AMBIENT 5 ~ °F MIX 7 4 °F, AIR CONTENT %, SLUMP G . 5 O INCHES
TIME OF SAMPLE: 0 8 , ~ O AAKPM, PICK-UP CHARGE: YES ..NO
SOURCE OF CONCRETE: P l OriP e r 'ii MIX CODE: TICKET NO.: 3 2 5 9 S S 1i
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT PCF
YIELD CF/CV
DISTRIBUTION: (1) Lonestar Plywood & Door/Mr . Danny McQuary~
(1) pross design group, inc./Mr. Mark Pross
(1) Hunt & Joiner, Inc./Mr. Vic Witt
(1) Hill & Wilkerison, Inc . /Mr . Dwayne Hodges SIGNED
~(1) City of Coppell/Mr. Garth Campbell
TEST METHODS: ASTM C 31, C 39, C 143, C 173, C iB2, C 231, OR C 1064 PAG~O~
2424 STUTZ DRIVE: ^ SUITE 400 ^ DALLAS, TEXAS 75235 ^ 214/350-5600 ^ (FAX) 214/350-0019
r
reed engineering
C~3G°~OMP
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
3 0 19 2 0 .2 DATE CAST: 04 / 13 / 9 5
REPORT NO.: JOB NO.:
Lonestar Plywood and Door 3000 PSI
PROJECT: SPECIFICATION:
Patio - NW corner of building 10/20 yds
LOCATION: QUANTITY REPRESENTED:
ARCHITECT/ENGINEER:
CONTRACTOR:
REPORTED TO: Lonestar PlywOOd & Door
(8 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.28 SQ. IN.
14
SAMPLED BY: D. W l t t
BY ORDER OF: Cl lerit
DATE: ORDER NUMBER:
LABORATORY NUMBER
LP041304 LP041305
14 28
28
FlELD NUMBER:
MAXIMUM LOAD, LBS:
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH, P31:
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
METHOD OF CURING: FIELD
4
TEMPERATURE: AMBIENT 5 5 •F
DAYS, LABORATORY FROM 0 4 / 17 / 9 5 TRANSPORTED BY Reed
MIX ,7 4 °F, AIR CONTENT %, SLUMP 6 5 O
TIME OF SAMPLE: O 8 : 3 O AI~lPM,
SOURCE OF CONCRETE: pioneer MIX CODE:
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
PICK-UP CHARGE: YES
TICKET No.: 3 2 5 9 8 5
UNIT WEIGHT
YIELD
INCHES
~10
PCF
CFIC1f
DISTRIBUTION: (1) Lonestar Plywood & Door/Mr. Danny McQua~
(1) pross design group, inc./Mr. Mark Pross
(1) Hunt & Joiner, Inc./Mr. Vic Witt
(1) Hill & Wilkenson, Inc . /Mr . Dwayne Hodges SIGNED
(1) City of Coppell/Mr. Garth Campbell
TEST METHODS: ASTM C 31, C 39, C 143, C 178, C 192, C 231, OR C 1064 PAG~ OF?
LP041303
LP041306
2424 STUTZ DRIVE ^ SUITE 400 ^ DALLAS, TEXAS 75235 ^ 214/350-5600 ^ (FAX1214/350-0019