Freeport NIP(4)-LR 960503reed engineering
CONCRETE COMPRESSION TEST REPORT
2317.5
32 dOB NO.:
REPORT NO.:
Freeport North
PROJECT:
Paving - 150'N, 30'E of SE building
· o~o.: corner
ARCHrrECT/ENGINEER: Gromatzky Dupree & Associates
~n~o,: McFadden & Miller
M.E.P.C. American Properties DATE:
REPORTED TO:
GECr~e:CHNICAL CONSULTAN~
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
SAMPLED BY:
BY ORDER OF:
05 / 10 / 96Oe0ER NUMBER:
05/03/96
4000 PSI
70/340 yds
S. Boeshart
Client
($ x 12 INCH) HOMIHAL CYLINDER SIZE: AREA-28.26 SQ. IN.
FIELD NUMBER:
MAXIMUM LOAD, LBS:
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH, PSI:
AVERAGE ~rRENGTH, PSi:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
FN050301
'98,400
7
3480
LABORAT~Y NUMBER
FN050302
FN050303
28 28
METHOO OF CURING: FIELD
TEMPERATURE: AMBIENT
~,,E oF ~.~E: 08: 00
SOURCE OF CO~CRETE: TX I
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
1 DAYS. LABORATORY FROM 05 / 04 / 96 TRANSPORTED aY Reed
· F MIX CF, AIR CONTENT e/a. SLUMP 5 2 5 INCHES
67 78 '
PIOK.uP OH^Re.: NO
M,X COO,: 9643 TICK,T NO.: 582824
UNIT WEIGHT PCF
YIELD CF/CY
mBTR,S~,O": (1) M.E.P.C. American Properties/Mr. Rob Ahmut'
(1) McFadden & Miller/Mr. Jon Jacobsen
(1) Gromatzky Dupree & Ass'ociates/Mr. Scott
(1) City of Coppell/.Mr. Larry Davis S~NEr
(1) City of Coppell/Mr Lee Stone
TEST METHODS: ASTM C31, C39, C 143, C 173, C 192. C 231, OR C 1064 PAGE 1 o~ 3
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-001u
32 2317.5
REPORT NO.: JO~ NO.:
Freeport North
Paving - 180'N, 60'E of SE building
~c, uo,: corner
~CH~E~aNG,NEER: Gromatzky Dupree & Associates
co,m,¢~m: McFadden & Miller
M.E.P.C. American Properties DATE:
REPORTED TO:
reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
SAMPLED BY:
BY ORDER OF:
05/03/96
4000 PSI
160/340 yds
S. Boeshart
Client
0 5 / 10 / 9 60ROER .U..E":
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN.
FIELD NUMBER:
MAXIMUM LOAD, LBS:
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH, PSI:
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
FN050304
83,000
7
2940
LABORATORY NUMBER
FN050305
FN050306
28 28
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT
TIME OF SAMPLE: 0 9: 2 5
SOURCE OF CONCRETE: TX I
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(B):
DAYS, LABORATORY FROM TRANSPORTED BY
1 05/04/96 Reed
72 'F M,X 81 *F. AIR CONTENT ~e. SLUMP 6 · 0 0 INCHES
AM/P.~ PICK-UP CHARGE: YI~ NO
.,x COOE: 9643 TICKET NO.: 582979
UNIT WEIGHT
YIELD
PCF
CF/CY
Mcc
DmTR,BUT,ON: (1) M.E.P.C. American Properties/Mr. Rob Ahmuty
(1) McFadden & Miller/Mr. Jon Jacobson
(1) Gromatzky Dupree & AssOciates/Mr. Scott
(1) City of Coppell/Mr. Larry Davis SIGNED,
(1) City of Coppell/Mr. Lee Stone
TE~ .ETHOS: ASTM C 31. C ~, C 1~. C 173. C 1~. C ~1. OR C I~ Pm; 2 OF 3
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019
reed engineering
GEOTE~HNICAL ~ON SUI.TANT$
CONCRETE COMPRESSION TEST REPORT
REPORT NO.: 32 ~ NO.: 2317 · 5
Freeport North
PROJECT:
Paving - 45'S, 65'E of SE building
· 0DAmoN: corner
ARCHr~CTmNeINEER: Gromatzky Dupree & Associates
~GR: McFadden & Miller
SPECIFICATION:
QUANTITY REPRESENTED:
REPORTED TO:
DATECA~T: 05/03/96
4000 PSI
310/340 yds
SAM~£D SY: S. Boeshart
EY GR~R OF: Client
M.E.P.C. American Properties DATE: 05/10/96GRDERNUMSER:
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-26.26 SQ. IN.
FIELD NUMSER:
MAXIMUM LOAD, LBS:
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH, PSI:
AVERAGE STRENGTH, PSi:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
FN050307
110,600
?
3910
LABORATORY NUMBER
FN050308
FN050309
28 28
METHOD OF CURING: FIELD DAYS. LABORATORY' FROM
1
TEMPERATURE: AMBIENT 'F MIX
83 86
TIME
OF
8AMPLE:
12: 4 0 AM~,M,
$O~E OF CONCRETE: TXI
TRANSPORTED BY
05/04/96
AIR CONTENT ~,
M,X CODE: 9643
Reed
SLUMP
PICK-UP CHARGE:
TICKET NO.:
INCHES
4.00
Y~ NO
583303
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY A,.~'I:
ADMIXTURE(S):
UNIT WEIGHT PCF
YIELD CF/CY
McCr~'
OISTRIBUTIO.: (1) M.E.P.C. American Properties/Mr. Rob Ahmuty
(1) McFadden & Miller/Mr. Jon Jacobson
(1) Gromatzky Dupree & Associates/Mr. Scott
(1) City of Coppell/Mr. Larry Davis SIGNED
(1) City of Coppell/Mr. Lee Stone
TESTMETHCOS: ~ C3t, C~, C~, C173, C192, C~,ORC 1~ PAGE ~ OF,.....~
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-O019