Park West CC(09)-LR 960312REPORT NO.:
PROJECT:
LOCATION:
reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
1 1 JOB NO.: 2 ? 0 0 · 1 DATE CAST:
Parkwest Commerce Center - II
SPECIFICATION:
Slab - 640'S, 30'E of NW buildin9
corne r QUANTITY REPRESENTED:
o3/o5/96
4000 PSI
50/350 yds
ARCHITECT/ENGINEER:
SAMPLEDBY: F. Palmer
CONTRACTOR: McFadden & Miller
RE~mTEDTO: Myers & Crow Company,
Inc.
DATE:
BY ORDER OF:
03 / 12 / 96ORDER NUMBER:
Client
(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:
PW030501
89,400
7
3160
LABORATORY NUMBER
PW030502
28
PW030503
28
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT
TIME OF SAMPLE: 0 7: 4 5
SOURCE OF CONCRETE:
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
DAYS, LABORATORY FROM
03/06/96
eF MIX °F, AIR CONTENT
65 73
AMIRS.
TXI M,X cooE: 39
TRANSPORTED BY
Reed
%, SLUMP
PICK-UP CHARGE:
TICKET NO.:
UNIT WEIGHT
YIELD
INCHES
5.50
NO
548380
PCF
CFICY
DISTRIBUTION: (1) Myers & Crow Company, Inc./Mr. Richard
(1) McFadden & Miller, Inc./Mr. Dave VanDemeer
(1)
(1)
(1)
(1)
(1)
Comerica Bank/Mr. Alan Williams
AECC, Inc./Mr. Andy Brundige SIGNED
City of Coppell/Mr. Lee Stone
City of Coppell~%~.r~ ~y~. c~. c~3, c192, C231,0RC1064
2424 STUTZ DRIVE · suITE-4~O~3- · -D~A~J~S, 7r~-)~ ¥*~2'35 · 214/35(~5600
PAG~OF _
· (FAX) 214/350-0019
11
REPORT NO.:
PROJECT:
LOCATION:
ARCHITECT/ENGINEER:
CONTRACTOR: McFadden & Miller
REPORTED TO: Myers & Crow Company, Inc.
CONCRETE COMPRESSION TEST REPORT
2700.1
JOB NO.: DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
Parkwest Commerce Center - II
Slab - 415'S, 40'E of NW building
corner
reed engineering
GEOTECHNICAL CONSULTANTS
03/05/96
4000 PSI
160/350 yds
SAMPLEDBY: F. Palmer
BYORDEROF: Client
DATE: 0 3/12/9 6ORDER NUMBER:
(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, PSh
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
PW030504
90,600
7
3200
LABORATORY NUMBER
PW030505
PW030506
28 28
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT
TIME OF SAMPLE: 0 9 : 15
SOURCE OF CONCRETE: TXI
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
DAYS, LABORATORY FROM TRANSPORTED BY
1 03/06/96 Reed
eF MIX "F, AIR CONTENT q/o, SLUMP INCHES
70 68 5.50
AM, . P 0K-uP CHARGE: NO
,,x CODE: 39 TICKET "O.: 548524
UNIT WEIGHT PCF
YIELD CF/CY
DISTRIBUTION: (1) Myers & Crow Company, Inc./Mr. Richard Crow
(1) McFadden & Miller, Inc./Mr. Dave VanDemeer
(1) Comerica Bank/Mr. Alan Williams ._/~ .... .--...-.--
(1) AECC, Inc./Mr. Andy Brundige SIGN[="
(1) City of Coppell/Mr. Lee Stone
(1) City of Coppell½~ta~T,~.r~ Bm.vis. c,~, C173, C192, C231, ORC1064 PAG;: ~- OF 4
(1) OIErian ~ ~' ......... -' ........ ' ...... -~ .............
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5~0~ · (FAX) 214/350-O01~
reed engineering
CONCRETE COMPRESSION TEST REPORT
11 UOBNO.: 2700.1
Parkwest Commerce Center - II
Slab - 90'S, 30'E of NW building
REPORT NO.:
PROJECT:
LOCATION: C O rne r
ARCHITECT/ENGINEER:
Co.'rRACTOR: McFadden & Miller
,E~RTEDTO: Myers & Crow Company, Inc.
GEOTECHNICAL CONSULTANTS
DATECAST: 03/05/96
4000 PSI
SPECIFICATION:
310/350 yds
QUANTITY REPRESENTED:
SAMPLEDBY: F. Palmer
BY ORDER OF: C 1 i e nt
DATE: 0 3 / 12 / 9 6 ORDER NUMBER:
(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:
PW030507
95,500
7
3380
LABORATORY NUMBER
PW030508
PW030509
28 28
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT
TIME OF S~PLE: 11: 15
SOURCE OF CONCRETE: TXI
1
74
DAYS, LABORATORY FROM
MIX
76
AMI~J~.
TRANSPORTED BY
03/06/96
*F.
AIR CONTENT
Reed
SLUMP
INCHES
4.75
NO
PICK-UP CHARGE:
MIX COOE: 3 9
TICKET NO.: 548732
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT PCF
YIELD CFICY
DISTRIBUTION: (1) Myers & Crow Company, Inc./Mr. Richard ~o~/~~ ~
(1) McFadden & Miller, Inc./Mr. Dave VanDemeer
(1) Comerica Bank/Mr. Alan Williams
(1) AECC, Inc./Mr. Andy Brundige S,GN~
(1) City of Coppell/Mr. Lee Stone
(1) City of Coppell~:.eT~%.r~ ~.v~, c,~, c173, c19a, C231. ORC1064 PAGe' 3 OF 4
(1) ~,o~ . ~_~_- ~_ ~C~=~ ~ /~ o,!d- ~z~ .........
2424 ~U~ DRIVE · SUITE-~- · -DXL~, %~A~ ~23~ · ~{&~~- · (FAX} 214/35G~19
reed engineering
CONCRETE COMPRESSION TEST REPORT
11 2700.1
REPORT NO.: JOB NO.:
Parkwest Commerce Center - II
PROJECT:
Piers- G-28.5, G-28, G-27.5, G-27 and
LOCAT~N: G- 26.5
GEOTECHNICJ~L CONSULTANTS
03/05/96
DATE CAST:
3000 PSI
SPECIFICATION:
10/54 yds
QUANTITY REPRESENTED:
ARCHITECT/ENGINEER:
CO. TRACTOR: McFadden & Miller
REPORTED TO: Myers & Crow Company, Inc.
SAMPLED BY: m. Thompson
BY ORDER OF: C 1 i e nt
DATE: 0 3/12/9 60~DER NUMSER:
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN.
FIELD NUMBER:
MAXIMUM LOAD, LBS:
AGE WHEN TESTED, DAYS:
COMPRE,e'~IVE STRENGTH, FSI:
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U,N.O.)
REMARKS:
PW030501
88,500
7
3130
LABORATORY NUMBER
PW030502
PW030503
28 28
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT
TIME OF SAMPLE:
SOURCE OF CONCRETE:
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
09:10
TXI
72
DAYS, LABORATORY FROM TRANSPORTED BY
1 03/06/96 Reed
eF MIX CF, AIR CONTENT %, SLUMP
76
AM/P~ PICK-UP CHARGE:
MIX COOE: 5 TICKET NO.:
UNIT WEIGHT
YIELD
INCHES
5.00
NO
548497
PCF
CF/CY
DISTRIBUTION:
(1) Myers & Crow Company, Inc./Mr. Richard
(1) McFadden & Miller, Inc./Mr. Dave VanDemeer
(1) Comerica Bank/Mr. Alan Williams
(1) AECC, Inc./Mr. Andy Brundige SIGN,
(1) City of Coppell/Mr. Lee Stone
(1) City of Coppell{~ETH~ear~ ~V~ C143. C173, C192. C231, ORC1064 PAGE 4 OF 4