Park West CC(09)-LR 960410reed engineering
REPORT NO.:
PROJECT:
LOCATION:
CONCRETE COMPRESSION TEST REPORT
2700.1
16 JOB NO.:
GEOTECHNICAL CONSULTANTS
Parkwest Commerce Center - II
DATE CAST:
Floor slab - grid line A.3-1.6
SPECIFICATION:
QUANTITY REPRESENTED:
03/13/96
4000 PSI
10/360 yds
~RCHITECT/ENGINEER:
SAMPLED BY: R. Thompson
CONTRACTOR:
REPORTED TO:
McFadden & Miller
Myers & Crow Company, Inc.
DATE:
BY ORDER OF:
04/10/96
03/20 / 9 6ORDER 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, PSh
AVERAGE STRENGTH, PSi:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
LABORATORY NUMBER
PW031301 PW031302 P2031303
86,800 124,800 126,500
7 28 28
3070 4410 4470
Does comply with Specification
4440
METHOD OF CURING: FIELD DAYS, LABORATORY FROM
1
TEMPERATURE; AMBIENT OF MIX
56 61
TIME OF SAMPLE: 0 7 : 2 0 AMJP,~
SOURCE OF CONCRETE: TX I
TRANSPORTED BY
03/14/96 Reed
AIR CONTENT %, SLUMP
PICK-UP CHARGE:
MIX CODE: 3 9 TICKET NO.:
INCHES
5.50
NO
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
DISTRIBUTION:
UNIT WEIGHT PCF
YIELD CFICY
(1)
· . Richard
& Crow Company, Inc /Mr
Myers
(1) McFadden & Miller, Inc./Mr· Dave VanDemeer
(1) Comerica Bank/Mr. Alan Williams
(1) AECC, Inc./Mr. Andy Brundige
(1) City of Coppell/Mr. Lee Stone
(1) City of Coppell~E~ar~ ~v~ c,~. 0,73. c,92. C~,.ORC,~ RAo~ 1 OF 3
2424 STUTZ DRIVE · SUITE400 · DALLAS, 5 · 214/35(~5600 · (FAX) 214/35(~OO19
reed engineering
CONCRETE COMPRESSION TEST REPOFIT
2700.1
16 JOB NO.:
REPORT NO.:
Parkwest Commerce Center - II
PROJECT:
Piers -G-7, G-6.5, G-6, G-5.5, G-5
LOCATK)N:
ARCHITECT/ENGINEER:
CONTRACTOR: McFadden & Miller
,E~RTEDTO: Myers & Crow Company,
GEOTECHNICAL CONSULTANTS
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
03/13/96
3000 PSI
10/50 yds
SAMPLED BY: R. Thompson
Inc.
· DATE:
BY ORDER OF:
O4/lO/96
03 / 20 / 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: Does comply
PW031304
65,200
7
2310
with
LASORATORY NUMBER
PW031305
95,000
28
3360
PW031306
93,800
28
3320
Specification
3340
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT
TIME OF SAMPLE: 10 : 2 0
SOURCE OF CONCRETE: TXI
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
TRANSPORTED BY
03/14/96 Reed
AIR CONTENT %. SLUMP
DAYS, LABORATORY FROM
°F MIX
72 76
AM/P~
6.50
PICK-UP CHARGE:
°F,
MIX CODE: 5
TICKET "O.: 553072
UNIT WEIGHT
YIELD
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
(1) City of Coppell/Mr. Lee Stone
(1) City of Coppell~ETH~.r~ ~V~, C143,.C173, C192, C231, ORC106,4
· ----" :': C .....
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35(~5600
INCHES
NO
PCF
CFICY
PAGE 2 OF 3
(FAX) 214/35~0019
REPORT NO.:
PROJECT:
LOCATION:
16
Parkwest
Floor slab
reed engineering
CONCRETE COMPRESSION TEST REPORT
2700.1
JOB NO.:
Commerce Center - II
line A.4-13.6
GEOTECHNICAL CONSULTANTS
- grid
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
03/13/96
4000 PSI
270/360 yds
ARCHITECT/ENGINEER:
SAMPLED BY: R · Thompson
CONTRACTOR: McFadden & Miller
RE~RTEDTO: Myers & Crow Company,
Inc.
DATE:
BY ORDER OF:
04/10/96
03 / 20 / 96 ORDER 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, PSt:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS: Does comply
PW031307
90,600
7
3200
with
LABORATORY NUMBER
PW031308
131,500
28
4650
4640
Specification
PW031309
130,800
28
4630
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT
TIME OF SAMPLE:
12: 10
SOURCE OF CONCRETE: TX I
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
DAYS, LABORATORY FROM
1
*F MIX
78 84
AM/P~
'F,
TRANSPORTED BY
03/14/96 Reed
AIR CONTENT %, SLUMP
PICK-UP CHARGE:
5.75
M,X COOE: 3 9
TICKET NO.: 5 5 3 3 1 2
UNIT WEIGHT
INCHES
NO
PCF
YIELD CF/CY
DISTRIBUTION: (1) Myers & Crow Company, Inc./Mr. Richard C~/
(1) McFadden & Miller, Inc./Mr. Dave VanDemeer ~~_-~
(1) Comerica Bank/Mr. Alan Williams
(1) AECC, Inc./Mr. Andy Brundige SIGNED
(1) City of Coppell/Mr. Lee Stone
(1) City of Coppell{~ETH~ar~ ~V~.~ C143,,f. 173, C192, C2'J1, ORC1064 PAG~OF---3.-
(1) O~Ez-icn ~ '~-' ......... -' ............... ' .........
214/35(~5600 · {FAX) 214/35(~0019
REPORT NO.:
PROJECT:
LOCATION:
ARCHITECT/ENGINEER:
CONTRACTOR: McFadden & Miller
REPOR~DTO: Myers & Crow Company, Inc.
2700.1
24 J~NO.:
Parkwest Commerce Center - II
Paving - 150'N, 75'W of SW building
corner
reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
04/03/96
4000 PSI
40/360 yds
S~PLEDBY: H. Johnson
BY ORDER ~: C 1 ient
DATE: 0 4 / 10 / 9 6 ORDER NUMSER:
(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:
PW040301
89,400
7
3160
LABORATORY NUMBER
PW040302
PW040303
28 28
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT
TIME OF SAMPLE: 0 7: 3 5
SOURCE OF CONCRETE: TX I
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
DISTRIBUTION:
DAYS, LABORATORY FROM
1
°F MIX
55 66
AM/P~
TRANSPORTED BY
04/04/96
OF, AIR CONTENT %,
4.40
Reed
SLUMP
PICK-UP CHARGE:
INCHES
5.00
NO
MIX COOE: 9643 TICKET NO.: 564511
UNIT WEIGHT
YIELD
PCF
CF/CY
(1) Myers & Crow Company, Inc./Mr. Richard Crc
(1) McFadden & Miller, Inc./Mr. Dave VanDemeer
(1) Comerica Bank/Mr. Alan Williams
(1) AECC, Inc./Mr. Andy Brundige
(1) City of Coppell/Mr. Lee Stone
(1) City of Coppell~ETH~r~ E~lV~.~ C,~. C,73. C'92. C~.ORC'~
2424STUTZDRIVE · SUITE400 · DALLAS, TEXAST6235 · 214/35~5600 · (FAX) 214/35~0019
PAO~ 1 OF 2
REPORT NO.:
PROJECT:
LOCATION:
24
reed engineering
GEOTECHNICAL CONSULTANTS
Parkwest Commerce Center - II
Paving - 230'N, 85'W of SW building
corner
CONCRETE COMPRESSION TEST REPORT
2700.1
JOB NO.: DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
04/03/96
4000
160/360 yds
~CHITEC~ENGINEER:
~Nm*CTOR= McFadden & Miller
REPOR~DTO: Myers & Crow Company, Inc.
DATE:
SAMPLED BY:
BY ORDER OF:
04 / 10 / 96ORDER "UMBER:
H. Johnson
Client
(8 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:
PW040304
85,000
7
3010
LABORATORY NUMBER
PW040305
28
PW040306
28
METHOD OF CURING: FIELD DAYS, LABORATORY FROM
1
TEMPERATURE: AMBIENT *F MIX
56 64
TIME OF SAMPLE:
10: 00 AMIPz-~
SOURCE OF CONCRETE: TX I
TRANSPORTED BY
04/04/96
AIR CONTENT %,
4.60
Reed
SLUMP
INCHES
5.00
NO
PICK-UP CHARGE:
MIX CODE: 9643
TICKET .O.: 564787
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT PCF
YIELD CFICY
DISTRIBUTION: (1) Myers & Crow Company, Inc./Mr. Richard Cr~,4~/_
(1) McFadden & Miller, Inc./Mr. Dave VanDemeer
(1) Comerica Bank/Mr. Alan Williams __
(1) AECC, Inc./Mr. Andy Brundige SI~ED
(1) City of Coppell/Mr. Lee Stone
(1) City of Coppell/~TH~r~ ~vj~, ci~, c173, c192, C231.0RC1064
2424 STUTZ DRIVE-'~--SUFTE' ~,~)-;-B~[I~S, +~:~<-A~ '~5-2~5-;- 2;1~,'~3-~)- · (FAX) 214/350-0019
P^G~ 2 OF 2