Round Oak-LR 940729 (2)REPORT NO.:
PROJECT:
LOCATION:
3 1779.1
~B NO.:
Proposed Round Oak Estates/Coppell,
Texas
Round Rock Dr. STA 8+75
reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
07/29/94
3000 PSI
50/600 yds
ARCHITECT/ENGINEER:
SAMPLED BY: F. Pitts
CONTRACTOR:
REPORTED TO:
Papagolos Development Co.
DATE:
08/26/94
08/05/94
C1
ent
BY ORDER OF:
ORDER NUMBER:
(6 x 12 INCH) NOMIN/~. CYLINDER SIZE: AREA-28.2~ ~Q. IN.
LABORATORY NUMBER
FIELD NUMEER: Re072901
RO072902 RO072903 RO072904
126,500 144,000 146,000
7 28 28
4470 5090 5160
MAXIMUM LOAD, LBS:
127,500
AGE WHEN TE~TED, DAYS:
COMPRESSIVE STRENGTH, PSI:
AVERAGE STRENGTH, PSI:
7
4510
4490 5130
~PE ~K: C~lC~ (U.N.O.)
~MARKB: Does comply with Specification
METHOD OF CURING: FIELD
1
TEMPERATURE: AMBIENT 7 6
TIME OF S~E: 07: 55
~U~£ OF CO. CR~E: TXI
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
DAYS, LABORATORY FROM 0 7 / 3 0 / 9 4 TRANSPORTED BY Re ed
MIX 8 6 'F, AIR CONTENT %, SLUMP 3 INCHES
__AI,,~I/I~, PICK-UP CHARGE: Y~I[S NO
TICKET NO.: 249855
UNIT WEIGHT
YIELD
MiX CODE: 8272
PCF
CF/CY
mSTR,BUTION: (1) Papagolos Development Co. & Murchison Properties,, Inc./
Mr. John Papa gOlDS ~~~.......
(1) City of Coppell/Mr. Garreth D. Campbell, Sr.
(1) Nathan D. Maier Consulting Engineers, Inc./M~ike Daniel
(1) Austin Bridge & Road, Inc./Mr. Terry Tice
(1) Cullum Construction ComDan¥/~Mr PhilliD Cullum 4
TEST METHODS: "~STM -C 31, C ~9, C 143, C 173~, C 192, C 231. OR C 1064 PAGI; 1 OF
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-(X)19
3 1779.1
~PORT ~.: J~ NO.:
Proposed Round Oak Estates/Coppell,
~E~: Texas
Round Rock Dr. STA 6+30
LOCATION:
reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
DATE CA~T:
SPECIFICATION:
QUANTITY REPRESENTED:
07/29/94
3000 PSI
200/600 yds
ARCHITECT/ENGINEER:
SAMPLED BY: F. Pit t S
CONTRACTOR:
REPORTED TO:
Papagolos Development Co.
DATE:
08/26/94
08/O5/94
BY ORDER OF: C 1 i en t
ORDER NUMBER:
(6 x 12 INCH) NOMINAL CYUNDER SIZE: AREA-28.26 SQ. IN.
LABORATORY NUMBER
fiELD NUMBER: RO 072905
R0072906
120,500
7
4260
MAXIMUM LOAD, LBS:
122,000
AGE WHEN TESTED, DAYS:
COMPRE881VE STRENGTH, PSI:
AVERAGE STRENGTH, PSI:
7
4310
4290
TYPE ~K: ~NICAL (U.N.O.)
REMARKS: Does comply with Specification
R0072907
145,000
28
5130
R0072908
143,000
28
5060
5100
METHOO OF CURING: FIE~ DAYS. LABORATORY FR~
1 07/30/94
TRANSPORTED BY
Reed
TEMPERATURE: AMBIENT 8 2 "F
M,X 92 -F,
AIR CONTENT
· o. SLUMP 2.50 INCHES
PICK-UP CHARGE: Y~ NO
TIME OF 8AMPLE: 09: 55 AM~p,
SOURCE O~ CO.C.E'rE: TXI
MlXC~E: 8272
TICKET "0.: 250003
FINE AGGREGATE:
COAFISE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT PCF
YIELD CF/CY
DISTRIBUtoR: (1) Papagolos Development Co. & Murchison Inc./
Mr. John Papagolos .....
(1) City of Coppell/Mr. Garreth D. Campbell, Sr..._.
(1) Nathan D. Maier Consultin~ Engineers, Inc./M!~ke D~nrel
(1) Austin Brid~e & Road, Inc./Mr. Terry Tice
(1) Cullum Construction Companz/Mr. Phillip Cullum 2 4
TEST METH~S: ~STM C 31. C ~, C 1~. C 173, C 192. C ~1, OR C 1~ PAGE OF,........_
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX)214/350-O019
3 1779.1
REPORT NO.: JOB NO.:
Proposed Round Oak Estates/Coppell,
~O~CT: Texas
Round Rock Dr. STA 3+70
LOCATION:
reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
07/29/94
3000 PSI
350/600 yds
ARCHITECT/ENGINEER:
SAMPLEDBY: F. Pitts
CONTRACTOR:
REPORTED TO:
Papagolos Development Co.
OATE:
BY ORDER OF: fl ient
08/26/94
08/05/94 ORRERNUM~R:
(B x 12 INCH) NOMINAL CYUNDER SIZE: AREA-28.26 SQ. IN.
LABORATORY NUMBER
.ELD .UMBER: RO072909
RO072910
138,500
7
4900
MAXIMUM LOAD, LBS:
144,500
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH. PSI:
AVERAGE STRENGTH, PSI:
7
5110
5010
~RE ~EAK: CONIC~ (U.N.O.)
REu,aKS: Does comply with Specification
RO072911
171,500
28
6070
RO072912
170,000
28
6010
6040
METHOO OF CURING: FIELD DAYS, LABORATORY FROM
1 07/30/94
TRANSPORTED BY
Reed
TEMPERATURE: AMBIENT
M~X 90 'F.
AIR CONTENT
SLUMP 2.50
I~ME OF 8AMPLE: 11: 40
PICK-UP CHARGE:
~OURCE OF CONCRETE: TXI
M,X COOE: 8272
TICKET NO.: 250163
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT PCF
YIELD CF/CY
INCHES
NO
DISTRIBUTION: (1) Papagolos Development Co. & Murchison Prop~tie9, Inc./
Mr. John Papagolos
(1) City of Coppell/Mr. Garreth D. Campbell, Sr.~
(1) Nathan D. Maier Consulting Engineers, Inc./M
~GNE~4 ks Daniel
(1) Austin Bridge & Road, Inc./Mr. Terry Tice
(1) Cullum Construction Corn an /_M h'l '
TEST METHODS: ~STM~31, ~9, ~1[~, A~C~%%~,%C 1~ .AG~3
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-O019
3 1779.1
REPORT NO.: QB Nb:
Proposed Round Oak Estates/Coppell,
m~E~: Texas
Round Rock Dr. STA 0+70
LOCATION:
reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
DATE CAST:
SPECIFICAllON:
OUANTITY REPRESENTED:
07/29/94
3000 PSI
500/600 yds
ARCHITECT/ENGINEER:
SAMPLED BY: F. Pitts
Papagolos Development Co.
DATE:
BY ORDER OF: Client
08/26/94
08/05/94 ORDER NUMBER:
(6 x 12 INCH) NOMINAL CYLINDER SJZE: AREA-28.26 SQ. IN.
LABORATORY NUMBER
FIELD NUMBER:
RO072913 RO072914 R0072915 RO072916
120,000 119,500 140,000 140,500
7 7 28 28
4240 4230 4950 4970
MAXIMUM LOAD, LBS:
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH, PSI:
AVERAGE 8'rRENGTH. PSI:
4240
TYPE BREAK: CONICAL (U.N.O,)
~KS: Does comply with Specification
4960
METHOD OF CURLS: FIELD DAYS. LABORAT~Y FR~
1 07/30/94
TEMPERATURE: AMBIENT 8 8 'F
MIX 8 8 "F. AIR CONTENT
TIME OF SAMPLE: 01: 45 ~9(~PM.
8OURCE OF CONCRETE: TXI
FINE AGGREGATE:
COARBE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
M,X CODE: 8272
TRANSPORTED BY
Reed
~/~. SLUMP
PICK-UP CHARGE:
TICKET NO.: 250323
UNIT WEIGHT
YIELD
4 INCHES
PCF
CF/CY
D,Sm,SUT,ON: (1) Papagolos Development Co. & Murchison Prqp~ties, I_nc./
Mr. John Papagolos
(1) City of Coppell/Mr. Garreth D. Campbell, Sr.~
(1) Nathan D. Maier Consultin9 Engineers, Inc./M:
E ike
(1) Austin Brid~e & Road, Inc./Mr. Terry Tice
(1) Cullum Construction Corn any./_M . Ph'l '
TEST METHODS: ~STM C31, ~39, c1L~. A~, C~,%~,~RC1064 FAG~4 OF 4
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-O019