06-1867 (CSST) Compaction Test Reports�31<raZan &ASSOCIATES, INC.
GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
January 11, 2007
Wal-Mart Stores, Inc
April Zehnder
2001 S.E. loth Street
Dept. 8702
Bentonville. AR 72716
Project No. 1160E
RE: Concrete & Masonry Testing
Sam's Club Fueling Station Store#4941; JDE #J2025
79-315 Highway 1 I 1
La Quinta, CA
Ms. Zehnder,
Enclosed is a progress report of the concrete and masonry compression test results for the
above referenced project.
If you have any questions or if we may be of further assistance, please do not hesitate to
contact our office.
Respectfully submitted,
Krazan & Associates, Inc.
Darren Coleman
Project Manager
cc:
With Offices Serving the Western United States
4221 Brickell Street, Ontario, CA 91761 Telephone (909) 974-4400 Fax (909) 974-4022
COMPRESSION TEST REPORT
(ASTM C39, ASTM 1019, ASTM 067)
To:
Wal-Mart Stores, Inc Project No.: 11606065
April Zelmder Re: Sam's Club Fueling Station Store#4941; JDE
2001 S.E. loth Street 79-315 Highway I I I
Bentonville La Quinta
MIXDATA........................................................................................................
Specimen: Grout Mix Design #: #41 Type IIIV
Supplier: Simon Cement Factor, sack: 6.0
Ticket #: 210238 Max. Size Agg., in.: 3/8"
Admixture: N/A
SAMPLE DATA
..................................................................................................
Specimen sampled from: East wall of kiosk - 8th course
Slump, inches (ASTM C 143):
10"
Date Cast:
12/26/06
Air Temp. - Fahrenheit:
60
Date Delivered:
12/28/2006
Mix Temp. - Fahrenheit:
65
Sampled by:
Mike T
Unit Weight, pcf (ASTM C138):
N/A
Design Strength, psi:
2000
Air Content, % (ASTM C231):
N/A
LABORATORY DATA
Specimen No.
84692A-1
84692A-2
84692A-3 84692A-4
Date Tested:
1/2/2007
1/23/2007
1/23/2007
Age, days:
7
28
28 H
Nominal Dim., in.:
3x6
3x6
3x6 3x6
Area, sq. in.:
10.8
Ultimate Load, lbs.:
14790
Comp. Strength, psi:
1370
Type of Fracture:
Shear
Tested By:
SK
Average Strength:
Date of Report: Respectfully submitted,
Remarks:
KRAZAN & ASSOCIATES, INC.
Materials Testing Division
COMPRESSION TEST REPORT
(ASTM C39, ASTM 1019, ASTM 067)
To:
Wal-Mart Stores, Inc
Project No.: 11606065
April Zehnder
Re: Sam's Club Fueling Station Store#4941; JDE
2001 S.E. 10th Street
79-315 Highway I I I
Bentonville
La Quinta
MIX DATA
Specimen: Concrete
Mix Design #: 46901 Type IIIV
Supplier: Robertsons
Cement Factor, sack: 6.3
Ticket #: 4977865
Max. Size Agg., in.: V
Admixture: WRDA64
SAMPLE DATA..................................................................................................
Specimen sampled from: Footing (F1) @ Southwest corner of structure
Slump, inches (ASTM C 143): 5"
Date Cast:
12/13/06
Air Temp. - Fahrenheit: 68
Date Delivered:
12/14/2006 Mix Temp. - Fahrenheit: 73
Sampled by:
Mike T
Unit Weight, pcf (ASTM C138): N/A
Design Strength, psi:
4000
Air Content, % (ASTM C231): N/A
LABORATORY DATA
....
Specimen No.
75354-1
75354-2 75354-3 75354-4
Date Tested:
12/20/2006
1/10/2007 1/10/2007
Age, days:
7
28 28 H
Nominal Dim., in.:
6x12
6x12 6x12 6x12
Area, sq. in.:
28.27
28.27 28.27
Ultimate Load, lbs.:
91690
126420 125980
Comp. Strength, psi:
3240
4470 4460
Type of Fracture:
Shear
Shear Shear
Tested By:
SK
SK SK
Average Strength:
4470
Date of Report:
Respectfully submitted,
Remarks:
KRAZAN & ASSOCIATES, INC.
Materials Testing Division
COMPRESSION TEST REPORT
(ASTM C39, ASTM 1019, ASTM 067)
To:
Wal-Mart Stores, Inc Project No.: 11606065
April Zehnder Re: Sam's Club Fueling Station Store#4941; JDE
2001 S.E. loth Street 79-315 Highway 111
Bentonville La Quinta
MIX DATA
Specimen: Grout
Mix Design #:
N/A
Supplier: Simon
Cement Factor, sack:
N/A
Ticket #: 210596
Max. Size Agg., in.:
3/8"
Admixture:
N/A
SAMPLE DATA..................................................................................................
Specimen sampled from: 2nd lift SW corner of kiosk Bldg.
Slump, inches (ASTM C 143):
9"
Date Cast:
01/04/07
Air Temp. - Fahrenheit:
70
Date Delivered:
1/6/2007
Mix Temp. - Fahrenheit:
68
Sampled by:
Mike T.
Unit Weight, pcf (ASTM C138):
N/A
Design Strength, psi:
2000
Air Content, % (ASTM C231):
N/A
LABORATORY DATA
Specimen No.
62322-1
62322-2
62322-3 62322-4
Date Tested:
1/11/2007
2/1/2007
2/1/2007
Age, days:
7
28
28 H
Nominal Dim., in.:
3x6
3x6
3x6 3x6
Area, sq. in.:
10.6
Ultimate Load, lbs.:
16270
Comp. Strength, psi:
1530
Type of Fracture:
Shear
Tested By:
SK
Average Strength:
.............................................................................................................................
.............................................................................................................................
.............................................................................................................................
Date of Report: Respectfully submitted,
Remarks:
KRAZAN & ASSOCIATES, INC.
Materials Testing Division
..azan &ASSOCIATES, INC.
^-
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
January 3, 2007
Wal-Mart Stores, Inc
April Zehnder
2001 S.E. loth Street
Dept. 8702
Bentonville. AR 72716
Project No. 11606065
RE: Concrete Testing
Sam's Club Fueling Station Store#4941; JDE #J2025
79-315 Highway I I I
La Quinta, CA
Ms. Zehnder,
Enclosed is a progress report of the concrete cylinder compression test results for the above
referenced project.
If you have any questions or if we may be of further assistance, please do not hesitate to
contact our office.
Respectfully submitted,
Krazan & Associates, Inc.
Darren Coleman
Project Manager
cc:
With Offices Serving the Western United States
4221 Brickell Street, Ontario, CA 91761 Telephone (909) 974-4400 Fax (909) 974-4022
COMPRESSION TEST REPORT
(ASTM C39, ASTM 1019, ASTM 067)
To:
Wal-Mart Stores, Inc Project No.: 11606065
April Zehnder Re: Sam's Club Fueling Station Store#4941; JDE
2001 S.E. loth Street 79-315 Highway I I I
Bentonville La Quinta
MIXDATA.......................................................................
Specimen: Concrete Mix Design #: 46901 Type IIIV
Supplier: Robertson's Cement Factor, sack: 6.3
Ticket #: 4978127 Max. Size Agg•, in.: I
II
Admixture: WRDA64
SAMPLE DATA
..................................................................................................
Specimen sampled from: S.E corner footing of main kiosk structure
Slump, inches (ASTM C 143):
4.5"
Date Cast:
12/15/06
Air Temp. - Fahrenheit:
65
Date Delivered:
12/16/2006
Mix Temp. - Fahrenheit:
77
Sampled by:
Mike T
Unit Weight, pcf (ASTM C138):
N/A
Design Strength, psi:
4000
Air Content, % (ASTM C231):
N/A
LABORATORY DATA..........................................................................................
Specimen No.
75357-1
75357-2
75357-3 75357-4
Date Tested:
12/22/2006
1/12/2007
1/12/2007
Age, days:
7
28
28 H
Nominal Dim., in.:
6x12
6x12
6x12 6x12
Area, sq. in.:
28.27
Ultimate Load, lbs.:
88490
Comp. Strength, psi:
3130
Type of Fracture:
Shear
Tested By:
SK
Average Strength:
..............................................................................................................................
Date of Report:
Respectfully submitted,
Remarks:
KRAZAN & ASSOCIATES, INC.
Materials Testing Division
=- aZa1 & ASSOCI ATES, INC.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
December 22, 2006
Wal-Mart Stores, Inc
April Zehnder
2001 S.E. loth Street
Dept. 8702
Bentonville. AR 72716
Project No. 11606065
RE: Concrete Testing
Sam's Club Fueling Station Store#4941; JDE #J2025
79-315 Highway 111
La Quinta, CA
Ms. Zehnder
Enclosed is a progress report of the concrete cylinder compression test results for the above
referenced project.
If you have any questions or if we may be of further assistance, please do not hesitate to
contact our office.
Respectfully submitted,
Krazan & Associates, Inc.
Darren Coleman
Project Manager
cc:
With Offices Serving the Western United States
4221 Brickell Street, Ontario, CA 91761 Telephone (909) 974-4400 Fax (909) 974-4022
COMPRESSION TEST REPORT
(ASTM C39, ASTM 1019, ASTM 067)
To:
Wal-Mart Stores, Inc Project No.: 11606065
April Zehnder Re: Sam's Club Fueling Station Store#4941; JDE
2001 S.E. loth Street 79-315 Highway I I I
Bentonville La Quinta
MIXDATA:.........................................................................................................
Specimen: Concrete Mix Design #: 46901 Type IIIV
Supplier: Robertsons Cement Factor, sack: 6.3
Ticket #: 4977865 Max. Size Agg., in.: 1"
Admixture: WRDA64
SAMPLE DATA
..................................................................................................
Specimen sampled from: Footing (F1) @ Southwest corner of structure
Slump, inches (ASTM C 143):
5"
Date Cast:
12/13/06
Air Temp. - Fahrenheit:
68
Date Delivered:
12/14/2006
Mix Temp. - Fahrenheit:
73
Sampled by:
Mike T
Unit Weight, pcf (ASTM C138):
N/A
Design Strength, psi:
4000
Air Content, % (ASTM C231):
N/A
LABORATORY DATA..........................................................................................
Specimen No.
75354-1
75354-2
75354-3 75354-4
Date Tested:
12/20/2006
1/10/2007
1/10/2007
Age, days:
7
28
28 H
Nominal Dim., in.:
6x12
6x12
6x12 6xl2
Area, sq. in.:
28.27
Ultimate Load, lbs.:
91690
Comp. Strength, psi:
3240
Type of Fracture:
Shear
Tested By:
SK
Average Strength:
Date of Report: Respectfully submitted,
Remarks:
KRAZAN & ASSOCIATES, INC.
Materials Testing Division
"'7'.....�.'Kraz
airi & ASSOCIATES, INC.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
March 28, 2007
Wal-Mart Stores, Inc
Gene Oberlander
2001 S.E.10th Street
Dept. 8702
Bentonville. AR 72716
rMAY 0 4 2007
� ri OF LA OUlkiTe 1
Project No. 11606065
RE: Concrete Testing
Sam's Club Fueling Station Store#4941; JDE #J2025
79-315 Highway 111
La Quinta, CA
Mr. Oberlander,
Enclosed is a progress report of the concrete cylinder compression test results for the above
referenced project.
If you have any questions or if we may be of further assistance, please do not hesitate to
contact our office.
Respectfully submitted,
Krazan & Associates, Inc.
z
Darren Coleman
Project Manager
cc:
With Offices Serving the Western United States
4221 Brickell Street, Ontario, CA 91761 Telephone (909) 974-4400 Fax (909) 974-4022
COMPRESSION TEST REPORT
(ASTM C39, ASTM 1019, ASTM 067)
To:
Wal-Mart Stores, Inc Project No.: 116 06065
April Zehnder Re: Sam's Club Fueling Station Store#4941; JDE
2001 S.E. IOth Street 79-315 Highway I I I
Bentonville La Quinta
MIXDATA........................................................................................................
Specimen: Concrete Mix Design #: 46901
Supplier: Robertsons ready mix Cement Factor, sack: 6 sack
Ticket #: 4889850 Max. Size Agg., in.: 1',
Admixture: WRDA 64
SAMPLE DATA
..................................................................................................
Specimen sampled from: Center of fuel tank slab.
Slump, inches (ASTM C 143):
3.5
Date Cast:
Ol /11/07
Air Temp. - Fahrenheit:
71
Date Delivered:
1/12/2007
Mix Temp. - Fahrenheit:
87
Sampled by:
Don C.
Unit Weight, pcf (ASTM C138):
144.7
Design Strength, psi:
4000
Air Content, % (ASTM C231):
1.1
LABORATORY DATA
Specimen No.
84685-1
84685-2
84685-3 84685-4
Date Tested:
1/18/2007
2/8/2007
2/8/2007
Age, days:
7
28
28 H
Nominal Dim., in.:
6x12
6x12
6x12 6x12
Area, sq. in.:
28.27
28.27
28.27
Ultimate Load, lbs.:
75770
113930
115620
Comp. Strength, psi:
2680
4030
4090
Type of Fracture:
Shear
Shear
Shear
Tested By:
SK
SK
SK
Average Strength:
4060
Date of Report: Respectfully submitted,
Remarks:
KRAZAN & ASSOCIATES, INC.
Materials Testing Division
COMPRESSION TEST REPORT
(ASTM C39, ASTM 1019, ASTM 067)
To:
Wal-Mart Stores, Inc Project No.: 116 06065
April Zehnder Re: Sam's Club Fueling Station Store#4941; JDE
2001 S.E. loth Street 79-315 Highway I I I
Bentonville La Quinta
MIXDATA........................................................................................................
Specimen: Concrete Mix Design #: 46192 type 11/v
Supplier: Robertsons Cement Factor, sack: 6.3
Ticket #: 4561117 Max. Size Agg., in.: 1
II
Admixture: NA
SAMPLE DATA
..................................................................................................
Specimen sampled from: Ballard at east end of kiosk.
Slump, inches (ASTM C 143):
5
Date Cast:
02/02/07
Air Temp. - Fahrenheit:
66
Date Delivered:
2/3/2007
Mix Temp. - Fahrenheit:
70
Sampled by:
Mike T.
Unit Weight, pcf (ASTM C138):
NA
Design Strength, psi:
4000
Air Content, % (ASTM C231):
NA
LABORATORY DATA
Specimen No.
88474-1
88474-2
88474-3 88474-4
Date Tested:
2/9/2007
3/2/2007
3/2/2007
Age, days:
7
28
28 H
Nominal Dim., in.:
6xl2
6x12
6x12 6x12
Area, sq. in.:
28.27
Ultimate Load, lbs.:
100910
Comp. Strength, psi:
3570
Type of Fracture:
Shear
Tested By:
SK
Average Strength:
.............................................................................................................................
Date of Report: Respectfully submitted,
Remarks:
KRAZAN & ASSOCIATES, INC.
Materials Testing Division
COMPRESSION TEST REPORT
(ASTM C39, ASTM 1019, ASTM 067)
To:
Wal-Mart Stores, Inc
Project No.: 11606065
April Zehnder
Re: Sam's Club Fueling Station Store#4941; JDE
2001 S.E. loth Street
79-315 Highway I I I
Bentonville
La Quinta
MIX DATA
Specimen: Concrete
Mix Design #: 46901 Type IIIV
Supplier: Robertsons
Cement Factor, sack: 6.3
Ticket #: 4890339
Max. Size Agg., in.: 1"
Admixture: N/A
SAMPLE DATA..................................................................................................
Specimen sampled from: Canopy slab
South west corner
Slump, inches (ASTM C 143): 4.5"
Date Cast:
01/19/07
Air Temp. - Fahrenheit: 55
Date Delivered:
1/20/2007
Mix Temp. - Fahrenheit: 62
Sampled by:
Mike T
Unit Weight, pcf (ASTM C138): N/A
Design Strength, psi:
4000
Air Content, % (ASTM C231): N/A
LABORATORY DATA..........................................................................................
Specimen No.
62321-1
62321-2
62321-3 62321-4
Date Tested:
1/26/2007
2/16/2007
2/16/2007
Age, days:
7
28
28 H
Nominal Dim., in.:
6x12
6x12
6x12 6x12
Area, sq. in.:
28.27
28.27
28.27
Ultimate Load, lbs.:
89390
129940
133220
Comp. Strength, psi:
3160
4600
4710
Type of Fracture:
Shear
Shear
Shear
Tested By:
SK
SK
SK
Average Strength:
4660
Date of Report:
Respectfully submitted,
Remarks:
KRAZAN & ASSOCIATES, INC.
Materials Testing Division
COMPRESSION TEST REPORT
(ASTM C39, ASTM 1019, ASTM 067)
To:
Wal-Mart Stores, Inc Project No.: 116 06065
April Zehnder Re: Sam's Club Fueling Station Store#4941; JDE
2001 S.E. loth Street 79-315 Highway 111
Bentonville La Quinta
MIXDATA........................................................................................................
Specimen: Concrete Mix Design #: Type 11/v
Supplier: Robertsons Cement Factor, sack: 6.3
Ticket #: 4890127 Max. Size Agg., in.: 1"
Admixture: wrda 64
SAMPLE DATA
..................................................................................................
Specimen sampled from: NA
Slump, inches (ASTM C 143):
4.5
Date Cast:
01/16/07
Air Temp. - Fahrenheit:
51
Date Delivered:
1/17/2007
Mix Temp. - Fahrenheit:
65.5
Sampled by:
Mike T.
Unit Weight, pcf (ASTM C138):
NA
Design Strength, psi:
4000
Air Content, % (ASTM C231):
NA
LABORATORY DATA
Specimen No.
62323-1
62323-2
62323-3 62323-4
Date Tested:
1/23/2007
2/13/2007
2/13/2007
Age, days:
7
28
28 H
Nominal Dim., in.:
6x12
6x12
6xl2 6x12
Area, sq. in.:
28.27
28.27
28.27
Ultimate Load, lbs.:
90880
128350
132450
Comp. Strength, psi:
3210
4540
4690
Type of Fracture:
Shear
Shear
Shear
Tested By:
SK
SK
SK
Average Strength: 4620
Date of Report: Respectfully submitted,
Remarks:
KRAZAN & ASSOCIATES, INC.
Materials Testing Division
COMPRESSION TEST REPORT
(ASTM C39, ASTM 1019, ASTM 067)
To:
Wal-Mart Stores, Inc Project No.: 11606065
April Zehnder Re: Sam's Club Fueling Station Store#4941; JDE
2001 S.E. loth Street 79-315 Highway I I I
Bentonville La Quinta
MIXDATA....................................................................................................
Specimen: Concrete Mix Design #: 46901 Type IIIV
Supplier: Robertson's Cement Factor, sack: 6.3
Ticket #: 4890200 Max. Size Agg., in.: 1"
Admixture: WRDA64
SAMPLE DATA
..................................................................................................
Specimen sampled from: North West Corner of Canopy Slab
Slump, inches (ASTM C 143):
4.5"
Date Cast:
01/18/07
Air Temp. - Fahrenheit:
55
Date Delivered:
1/19/2007
Mix Temp. - Fahrenheit:
62
Sampled by:
Mike T
Unit Weight, pcf (ASTM C138):
N/A
Design Strength, psi:
4000
Air Content, % (ASTM C231):
N/A
LABORATORY DATA..........................................................................................
Specimen No.
75358-1
75358-2
75358-3 75358-4
Date Tested:
1/25/2007
2/15/2007
2/15/2007
Age, days:
7
28
28 H
Nominal Dim., in.:
6x12
6x12
6x12 6x12
Area, sq. in.:
28.27
28.27
28.27
Ultimate Load, lbs.:
79720
119590
121400
Comp. Strength, psi:
2820
4230
4290
Type of Fracture:
Shear
Shear
Shear
Tested By:
SK
SK
SK
Average Strength: 4260
.................................................................................................I............................
.............................................................................................................................
..............................................................................................................................
Date of Report: Respectfully submitted,
Remarks:
KRAZAN & ASSOCIATES, INC.
Materials Testing Division
[ aZ;an &ASSOCIATES, INC.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
March 28, 2007
Wal-Mart Stores, Inc
Gene Oberlander
2001 S.E. loth Street
Dept. 8702
Bentonville. AR 72716
Project No. 11606065
RE: Concrete Testing
Sam's Club Fueling Station Store#4941; JDE #J2025
79-315 Highway 111
La Quinta, CA
Mr. Oberlander,
Enclosed is a progress report of the concrete cylinder compression test results for the above
referenced project.
If you have any questions or if we may be of further assistance, please do not hesitate to
contact our office.
Respectfully submitted,
Krazan & Associates, Inc.
Darren Coleman
Project Manager
cc:
With Offices Serving the Western United States
4221 Brickell Street, Ontario, CA 91761 Telephone (909) 974-4400 Fax (909) 974-4022
COMPRESSION TEST REPORT
(ASTM C39, ASTM 1019, ASTM 067)
To:
Wal-Mart Stores, Inc
Project No.: 11606065
April Zehnder
Re: Sam's Club Fueling Station Store#4941; JDE
2001 S.E. loth Street
79-315 Highway I I I
Bentonville
La Quinta
MIXDATA:.........................................................................................................
Specimen: Concrete
Mix Design #: 6002AP
Supplier: A-1
Cement Factor, sack: 6
Ticket #: 286060
II
Max. Size Agg•, in.: I
Admixture: SIKA161 AIR23ADAI
SAMPLE DATA
..................................................................................................
Specimen sampled from: Patch Job @ entrance to truck Turn around
Slump, inches (ASTM C 143): 3.5"
Date Cast:
02/20/07
Air Temp. - Fahrenheit: 62
Date Delivered:
2/21/2007
Mix Temp. - Fahrenheit: 76
Sampled by:
Mike T
Unit Weight, pcf (ASTM C138): N/A
Design Strength, psi:
3500
Air Content, % (ASTM C231): N/A
LABORATORY DATA..........................................................................................
Specimen No.
88493-1 88493-2
88493-3 88493-4
Date Tested:
2/27/2007 3/20/2007
3/20/2007 4/17/2007
Age, days:
7 28
28 56
Nominal Dim., in.:
6x12 6x12
6x12 6x12
Area, sq. in.:
28.27 28.27
28.27
Ultimate Load, lbs.:
63910 87120
85760
Comp. Strength, psi:
2260 3080
3030
Type of Fracture:
Shear Shear
Shear
Tested By:
SK SK
SK
Average Strength:
3060
..............................................................................................................................
.............................................................................................................................
..............................................................................................................................
Date of Report:
Respectfully submitted,
Remarks: Low compression
test results for 28 day specimen, in result a
56 day compression test will be performed.
KRAZAN & ASSOCIATES, INC.
Materials Testing Division
COMPRESSION TEST REPORT
(ASTM C39, ASTM 1019, ASTM 067)
To:
Wal-Mart Stores, Inc Project No.: 11606065
April Zehnder Re: Sam's Club Fueling Station Store#4941; JDE
2001 S.E. loth Street 79-315 Highway I I I
Bentonville La Quinta
MIXDATA:.........................................................................................................
Specimen: Concrete Mix Design #: 6002AP
Supplier: A -I Cement Factor, sack: 6
Ticket #: 286060 Max. Size Agg., in.: 1"
Admixture: SIKA161 AIR23ADAI
SAMPLE DATA
..................................................................................................
Specimen sampled from: Patch Job @ entrance to truck Turn around
Slump, inches (ASTM C 143):
3.5"
Date Cast:
02/20/07
Air Temp. - Fahrenheit:
62
Date Delivered:
2/21/2007
Mix Temp. - Fahrenheit:
76
Sampled by:
Mike T
Unit Weight, pcf (ASTM C138):
N/A
Design Strength, psi:
3500
Air Content, % (ASTM C231):
N/A
LABORATORY DATA..........................................................................................
Specimen No.
88493-1
88493-2
88493-3 88493-4
Date Tested:
2/27/2007
3/20/2007
3/20/2007
Age, days:
7
28
28 H
Nominal Dim., in.:
6x12
6x12
6x12 6x12
Area, sq. in.:
28.27
Ultimate Load, lbs.:
63910
Comp. Strength, psi:
2260
Type of Fracture:
Shear
Tested By:
SK
Average Strength:
Date of Report: Respectfully submitted,
Remarks:
KRAZAN & ASSOCIATES, INC.
Materials Testing Division
COMPRESSION TEST REPORT
(ASTM C39, ASTM 1019, ASTM 067)
To:.
Wal-Mart Stores, Inc
Project No.: 116 06065
April Zehnder
Re: Sam's Club Fueling Station Store#4941; JDE
2001 S.E. loth Street
79-315 Highway I I
Bentonville
La Quinta
MIXDATA:.........................................................................................................
Specimen: Concrete
Mix Design #: 46192 type 11/v
Supplier: Robertsons
Cement Factor, sack: 6.3
Ticket #: 4561117
Max. Size Agg., in.: I"
Admixture: NA
SAMPLE DATA..................................................................................................
Specimen sampled from: Ballard at east end of kiosk.
Slump, inches (ASTM C 143): 5
Date Cast:
02/02/07
Air Temp. - Fahrenheit: 66
Date Delivered:
2/3/2007
Mix Temp. - Fahrenheit: 70
Sampled by:
Mike T.
Unit Weight, pcf (ASTM C138): NA
Design Strength, psi:
4000
Air Content, % (ASTM C231): NA
LABORATORY DATA
..........
................................................................................
Specimen No.
88474-1
88474-2
88474-3 88474-4
Date Tested:
2/9/2007
3/2/2007
3/2/2007
Age, days:
7
28
28 H
Nominal Dim., in.:
6x12
6x12
6x12 6x12
Area, sq. in.:
28.27
28.27
28.27
Ultimate Load, lbs.:
100910
144400
140870
Comp. Strength, psi:
3570
5110
4980
Type of Fracture:
Shear
Shear
Shear
Tested By:
SK
SK
SK
Average Strength:
5050
Date of Report:
Respectfully submitted,
Remarks:
i
KRAZAN & ASSOCIATES, INC.
Materials Testing Division
Kxt Z &ASSOCIATES, INC.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
January 31, 2007
Wal-Mart Stores, Inc
April Zehnder
2001 S.E. loth Street
Dept. 8702
Bentonville. AR 72716
Project No. 11606065
RE: Concrete & Masonry Testing
Sam's Club Fueling Station Store#4941; JDE #J2025
79-315 Highway I I I
La Quinta, CA
Ms. Zehnder,
Enclosed is a progress report of the concrete and masonry compression test results for the
above referenced project.
If you have any questions or if we may be of further assistance, please do not hesitate to
contact our office.
Respectfully submitted,
Krazan & Associates, Inc.
Darren Coleman
Project Manager
cc
With Offices Serving the Western United States
4221 Brickell Street, Ontario, CA 91761 Telephone (909) 974-4400 Fax (909) 974-4022
COMPRESSION TEST REPORT
(ASTM C39, ASTM 1019, ASTM 067)
To:
Wal-Mart Stores, Inc Project No.: 11606065
April Zehnder Re: Sam's Club Fueling Station Store#4941; JDE
2001 S.E. loth Street 79-315 Highway I I I
Bentonville La Quinta
MIXDATA........................................................................................................
Specimen: Concrete Mix Design #: 46901 Type IIIV
Supplier: Robertson's Cement Factor, sack: 6.3
Ticket #: 4890200 Max. Size Agg., in.: 1"
Admixture: WRDA64
SAMPLE DATA
..................................................................................................
Specimen sampled from: North West Corner of Canopy Slab
Slump, inches (ASTM C 143):
4.5"
Date Cast:
01/18/07
Air Temp. - Fahrenheit:
55
Date Delivered:
1/19/2007
Mix Temp. - Fahrenheit:
62
Sampled by:
Mike T
Unit Weight, pcf (ASTM C138):
N/A
Design Strength, psi:
4000
Air Content, % (ASTM C231):
N/A
LABORATORY DATA
Specimen No.
75358-1
75358-2
75358-3 75358-4
Date Tested:
1/25/2007
2/15/2007
2/15/2007
Age, days:
7
28
28 H
Nominal Dim., in.:
6x12
6x12
6x12 6x12
Area, sq. in.:
28.27
Ultimate Load, lbs.:
79720
Comp. Strength, psi:
2820
Type of Fracture:
Shear
Tested By:
SK
Average Strength:
..............................................................................................................................
Date of Report: Respectfully submitted,
Remarks:
KRAZAN & ASSOCIATES, INC.
Materials Testing Division
COMPRESSION TEST REPORT
(ASTM C39, ASTM 1019, ASTM 067)
To:
Wal-Mart Stores, Inc Project No.: 11606065
April Zehnder Re: Sam's Club Fueling Station Store#4941; JDE
2001 S.E. 10th Street 79-315 Highway 111
Bentonville La Quinta
MIXDATA........................................................................................................
Specimen: Concrete Mix Design #: 46901 Type IIIV
Supplier: Robertsons Cement Factor, sack: 6.3
Ticket #: 4890339 Max. Size Agg., in.: 1"
Admixture: N/A
SAMPLE DATA
..................................................................................................
Specimen sampled from: Canopy slab South west corner
Slump, inches (ASTM C 143):
4.5"
Date Cast:
01/19/07
Air Temp. - Fahrenheit:
55
Date Delivered:
1/20/2007
Mix Temp. - Fahrenheit:
62
Sampled by:
Mike T
Unit Weight, pcf (ASTM C138):
N/A
Design Strength, psi:
4000
Air Content, % (ASTM C231):
N/A
LABORATORY DATA
Specimen No.
62321-1
62321-2
62321-3 62321-4
Date Tested:
1/26/2007
2/16/2007
2/16/2007
Age, days:
7
28
28 H
Nominal Dim., in.:
6x12
6x12
6x12 6x12
Area, sq. in.:
28.27
Ultimate Load, lbs.:
89390
Comp. Strength, psi:
3160
Type of Fracture:
Shear
Tested By:
SK
Average Strength:
..............................................................................................................................
.............................................................................................................................
..............................................................................................................................
Date of Report: Respectfully submitted,
Remarks:
KRAZAN & ASSOCIATES, INC.
Materials Testing Division
COMPRESSION TEST REPORT
(ASTM C39, ASTM 1019, ASTM 067)
To:
Wal-Mart Stores, Inc Project No.: 116 06065
April Zehnder Re: Sam's Club Fueling Station Store#4941; JDE
2001 S.E. 10th Street 79-315 Highway I I I
Bentonville La Quinta
MIXDATA...........................I......
Specimen: Mortar Mix Design #: Type S
Supplier: Field Mixed Cement Factor, sack: NA
Ticket #: NA Max. Size Agg., in.: NA
Admixture: NA
SAMPLE DATA
Specimen sampled from: North wall 8th course
Slump, inches (ASTM C 143):
NA
Date Cast:
12/22/06
Air Temp. - Fahrenheit:
50
Date Delivered:
12/24/2006
Mix Temp. - Fahrenheit:
59
Sampled by:
Mike T.
Unit Weight, pcf (ASTM C138):
NA
Design Strength, psi:
1800
Air Content, % (ASTM C231):
NA
LABORATORY DATA
Specimen No.
62317-1
62317-2 62317-3
Date Tested:
1/19/2007
1/19/2007
Age, days:
28
28 H
Nominal Dim., in.:
2x4
2x4 2x4
Area, sq. in.:
3.14
3.14
Ultimate Load, lbs.:
10850
11340
Comp. Strength, psi:
3460
3610
Type of Fracture:
Shear
Shear
Tested By:
SK
SK
Average Strength:
3540
Date of Report: Respectfully submitted,
Remarks:
KRAZAN & ASSOCIATES, INC.
Materials Testing Division
COMPRESSION TEST REPORT
(ASTM C39, ASTM 1019, ASTM 067)
To:
Wal-Mart Stores, Inc Project No.: 11606065
April Zehnder Re: Sam's Club Fueling Station Store#4941; JDE
2001 S.E. 10th Street 79-315 Highway I I I
Bentonville La Quinta
MIX DATA
.........................................
Specimen: Grout
Mix Design #:
#41 Type IIIV
Supplier: Simon
Cement Factor, sack:
6.0
Ticket #: 210238
Max. Size Agg., in.:
3/8"
Admixture:
N/A
..................................................................................................
SAMPLE DATA..................................................................................................
Specimen sampled from: East wall of kiosk - 8th course
Slump, inches (ASTM C 143):
10"
Date Cast:
12/26/06
Air Temp. - Fahrenheit:
60
Date Delivered:
12/28/2006
Mix Temp. - Fahrenheit:
65
Sampled by:
Mike T
Unit Weight, pcf (ASTM C138):
N/A
Design Strength, psi:
2000
Air Content, % (ASTM C231):
N/A
LABORATORY DATA
Specimen No.
84692A-1
84692A-2
84692A-3 84692A-4
Date Tested:
1/2/2007
1/23/2007
1/23/2007
Age, days:
7
28
28 H
Nominal Dim., in.:
3x6
3x6
3x6 3x6
Area, sq. in.:
10.8
10.9
10.9
Ultimate Load, lbs.:
14790
29860
28000
Comp. Strength, psi:
1370
2740
2570
Type of Fracture:
Shear
Shear
Shear
Tested By:
SK
SK
SK
Average Strength: 2660
..............................................................................................................................
.............................................................................................................................
..............................................................................................................................
Date of Report: Respectfully submitted,
Remarks:
KRAZAN & ASSOCIATES, INC.
Materials Testing Division
COMPRESSION TEST REPORT
(ASTM C39, ASTM 1019, ASTM 067)
To:
Wal-Mart Stores, Inc Project No.: 116 06065
April Zehnder Re: Sam's Club Fueling Station Store#4941; JDE
2001 S.E. loth Street 79-315 Highway I I I
Bentonville La Quinta
MIXDATA .................................................
Specimen: Concrete Mix Design #: Type 11/v
Supplier: Robertsons Cement Factor, sack: 6.3
Ticket #: 4890127 Max. Size Agg., in.: 1"
Admixture: wrda 64
SAMPLE DATA
..................................................................................................
Specimen sampled from: NA
Slump, inches (ASTM C 143):
4.5
Date Cast:
01/16/07
Air Temp. - Fahrenheit:
51
Date Delivered:
1/17/2007
Mix Temp. - Fahrenheit:
65.5
Sampled by:
Mike T.
Unit Weight, pcf (ASTM C138):
NA
Design Strength, psi:
4000
Air Content, % (ASTM C231):
NA
LABORATORY DATA
Specimen No.
62323-1
62323-2
62323-3 62323-4
Date Tested:
1/23/2007
2/13/2007
2/13/2007
Age, days:
7
28
28 H
Nominal Dim., in.:
6x12
6x12
6x12 6x12
Area, sq. in.:
28.27
Ultimate Load, lbs.:
90880
Comp. Strength, psi:
3210
Type of Fracture:
Shear
Tested By:
SK
Average Strength:
...............................................................................................I..............................
.............................................................................................................................
..............................................................................................................................
Date of Report: Respectfully submitted,
Remarks:
KRAZAN & ASSOCIATES, INC.
Materials Testing Division
COMPRESSION TEST REPORT
(ASTM C39, ASTM 1019, ASTM 067)
To:
Wal-Mart Stores, Inc
Project No.: 11606065
April Zehnder
Re: Sam's Club Fueling Station Store#4941; JDE
2001 S.E. loth Street
79-315 Highway I I I
Bentonville
La Quinta
MIXDATA........................................................................................................
Specimen: Concrete
Mix Design #: 46901 Type IIIV
Supplier: Robertson's
Cement Factor, sack: 6.3
Ticket #: 4978127
Max. Size Agg., in.: 1"
Admixture: WRDA64
SAMPLE DATA..................................................................................................
Specimen sampled from: S.E corner footing of main kiosk structure
Slump, inches (ASTM C 143): 4.5"
Date Cast:
12/15/06
Air Temp. - Fahrenheit: 65
Date Delivered:
12/16/2006
Mix Temp. - Fahrenheit: 77
Sampled by:
Mike T
Unit Weight, pcf (ASTM C138): N/A
Design Strength, psi:
4000
Air Content, % (ASTM C231): N/A
LABORATORY DATA..........................................................................................
Specimen No.
75357-1
75357-2
75357-3 75357-4
Date Tested:
12/22/2006 1/12/2007
1/12/2007
Age, days:
7
28
28 H
Nominal Dim., in.:
6x12
6x12
6x12 6x12
Area, sq. in.:
28.27
28.27
28.27
Ultimate Load, lbs.:
88490
126640
129140
Comp. Strength, psi:
3130
4480
4570
Type of Fracture:
Shear
Shear
Shear
Tested By:
SK
SK
SK
Average Strength:
4530
Date of Report:
Respectfully submitted,
Remarks:
KRAZAN & ASSOCIATES, INC.
Materials Testing Division
COMPRESSION TEST REPORT
(ASTM C39, ASTM 1019, ASTM 067)
To:
Wal-Mart Stores, Inc Project No.: 116 06065
April Zehnder Re: Sam's Club Fueling Station Store#4941; JDE
2001 S.E. loth Street 79-315 Highway I I I
Bentonville La Quints
MIXDATA........................................................................................................
Specimen: Concrete Mix Design #: 46901
Supplier: Robertsons ready mix Cement Factor, sack: 6 sack
Ticket #: 4889850 Max. Size Agg., in.: 1"
Admixture: WRDA 64
SAMPLE DATA
..................................................................................................
Specimen sampled from: Center of fuel tank slab.
Slump, inches (ASTM C 143):
3.5
Date Cast:
01/11/07
Air Temp. - Fahrenheit:
71
Date Delivered:
1/12/2007
Mix Temp. - Fahrenheit:
87
Sampled by:
Don C.
Unit Weight, pcf (ASTM C138):
144.7
Design Strength, psi:
4000
Air Content, % (ASTM C231):
1.1
LABORATORY DATA
Specimen No.
84685-1
84685-2
84685-3 84685-4
Date Tested:
1/18/2007
2/8/2007
2/8/2007
Age, days:
7
28
28 H
Nominal Dim., in.:
6x12
6x12
6x12 6x12
Area, sq. in.:
28.27
Ultimate Load, lbs.:
75770
Comp. Strength, psi:
2680
Type of Fracture:
Shear
Tested By:
SK
Average Strength:
Date of Report: Respectfully submitted,
Remarks:
KRAZAN & ASSOCIATES, INC.
Materials Testing Division
COMPRESSION TEST REPORT
(ASTM C39, ASTM 1019, ASTM 067)
To:
Wal-Mart Stores, Inc Project No.: 116 06065
April Zehnder Re: Sam's Club Fueling Station Store#4941; JDE
2001 S.E. loth Street 79-315 Highway 111
Bentonville La Quinta
MIXDATA........................................................................................................
Specimen: Mortar Mix Design #: Type S.
Supplier: Field Mixed Cement Factor, sack: NA
Ticket #: NA Max. Size Agg., in.: NA
Admixture: NA
SAMPLE DATA
..................................................................................................
Specimen sampled from: South wall 6TH course.
Slump, inches (ASTM C 143):
NA
Date Cast:
12/21/06
Air Temp. - Fahrenheit:
66
Date Delivered:
12/23/2006
Mix Temp. - Fahrenheit:
60
Sampled by:
Mike T.
Unit Weight, pcf (ASTM C138):
NA
Design Strength, psi:
1800
Air Content, % (ASTM C231):
NA
LABORATORY DATA
Specimen No.
62316-1
62316-2 62316-3
Date Tested:
1/18/2007
1/18/2007
Age, days:
28
28 H
Nominal Dim., in.:
2x4
2x4 2x4
Area, sq. in.:
3.14
3.14
Ultimate Load, lbs.:
14010
15140
Comp. Strength, psi:
4460
4820
Type of Fracture:
Shear
Shear
Tested By:
SK
SK
Average Strength: 4640
Date of Report: Respectfully submitted,
Remarks:
KRAZAN & ASSOCIATES, INC.
Materials Testing Division
COMPRESSION TEST REPORT
(ASTM C39, ASTM 1019, ASTM 067)
To:
Wal-Mart Stores, Inc Project No.: 11606065
April Zehnder Re: Sam's Club Fueling Station Store#4941; JDE
2001 S.E. loth Street 79-315 Highway 111
Bentonville La Quinta
MIXDATA........................................................................................................
Specimen: Grout
Mix Design #:
N/A
Supplier: Simon
Cement Factor, sack:
N/A
Ticket #: 210596
Max. Size Agg., in.:
3/8"
Admixture:
N/A
SAMPLE DATA..................................................................................................
Specimen sampled from: 2nd lift SW corner of kiosk Bldg.
Slump, inches (ASTM C 143):
9"
Date Cast:
01/04/07
Air Temp. - Fahrenheit:
70
Date Delivered:
1/6/2007
Mix Temp. - Fahrenheit:
68
Sampled by:
Mike T.
Unit Weight, pcf (ASTM C138):
N/A
Design Strength, psi:
2000
Air Content, % (ASTM C231):
N/A
LABORATORY DATA
Specimen No.
62322-1
62322-2
62322-3 62322-4
Date Tested:
1/11/2007
2/l/2007
2/l/2007
Age, days:
7
28
28 H
Nominal Dim., in.:
3x6
3x6
3x6 3x6
Area, sq. in.:
10.6
10.5
10.6
Ultimate Load, lbs.:
16270
27570
26610
Comp. Strength, psi:
1530
2630
2510
Type of Fracture:
Shear
Shear
Shear
Tested By:
SK
SK
SK
Average Strength: 2570
Date of Report: Respectfully submitted,
Remarks:
KRAZAN & ASSOCIATES, INC.
Materials Testing Division
COMPRESSION TEST REPORT
(ASTM C39, ASTM 1019, ASTM 067)
To:
Wal-Mart Stores, Inc Project No.: 116 06065
April Zehnder Re: Sam's Club Fueling Station Store#4941; JDE
2001 S.E. 10th Street 79-315 Highway 111
Bentonville La Quinta
MIXDATA........................................................................................................
Specimen: grout prism Mix Design #: #4/ Type 11/v
Supplier: Simon Cement Factor, sack: 6 sack
Ticket #: 21038 Max. Size Agg., in.: 3/8"
Admixture: NA
SAMPLE DATA
..................................................................................................
Specimen sampled from: E. wall of kiosk -
Slump, inches (ASTM C 143):
]off
Date Cast:
12/26/06
Air Temp. - Fahrenheit:
60
Date Delivered:
12/28/2006
Mix Temp. - Fahrenheit:
65
Sampled by:
Mike T.
Unit Weight, pcf (ASTM C138):
NA
Design Strength, psi:
NA
ASTM C231 Air Content, %
( )
NA
LABORATORY DATA
Specimen No.
84692-1
84692-2 84692-3
Date Tested:
1/23/2007
1/23/2007
Age, days:
28
28 H
Nominal Dim., in.:
8x8xl6
8x8x16 8x8x16
Area, sq. in.:
56.25
56.25
Ultimate Load, lbs.:
206440
210940
Comp. Strength, psi:
3670
3750
Type of Fracture:
Shear
Shear
Tested By:
SK
SK
Average Strength: 3710
Date of Report: Respectfully submitted,
Remarks:
KRAZAN & ASSOCIATES, INC.
Materials Testing Division