Sample Record for 2014-08-14-37
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 7780 DEA: 112T1824 EFIS: 1100020051
QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-805-4.7/5.6
Work Description: REPLACE STRUCTURE AND CONSTRUCT DIRECT ACCESS RAMP (DAR).
Location Description: SAN DIEGO COUNTY IN CHULA VISTA FROM 0.4 MILE SOUTH OF EAST PALOMAR STREET OVERCROSSING TO 0.1 MILE NORTH OF NAPLES STREET UNDERCROSSING
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 5860 El Camino Real #200, Carlsbad, CA 92008
Resident Engineer: Tom Davis Structure Rep.: Anh Ma
Sample Information
DIME Sample ID: 2014-08-14-37
TL Number from the TL Form:
Sample Submitted By Organization: Vulcan Materials Company - San Diego
Sample Organization Contact: (619) 572-9564
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 08/14/2014
Date that the sample was received by the laboratory/organization performing the testing:
The quantity of what the sample constitutes: 5 cylinders
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name: Unknown
The fabricator/manufacturer/facility name: Vulcan Mission Valley
Material Information
The concrete mix design number: 104009F
The truck number from where the sample was collected: 5
The batch plant ticket number from where the sample was collected: 125584
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: NE end eastern
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 8
DIME Test ID: 2014-08-14-37-1
Test Method: ASTM C1064-08: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
Verified Date: 11/07/2014
Date Tested: 08/14/2014
Submitted By Organization: Vulcan Materials Company - San Diego
Organization Address: 10051 Black Mountain Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92126
Organization Email: picenor@vmcmail.com
Organization Phone: 6195729564
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Test 2 of 8
DIME Test ID: 2014-08-14-37-2
Test Method: ASTM C143-10a: Standard Test Method for Slump of Hydraulic-Cement Concrete
Verified Date: 11/07/2014
Date Tested: 08/14/2014
Submitted By Organization: Vulcan Materials Company - San Diego
Organization Address: 10051 Black Mountain Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92126
Organization Email: picenor@vmcmail.com
Organization Phone: 6195729564
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Test 3 of 8
DIME Test ID: 2014-08-14-37-3
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 11/07/2014
Date Tested: 08/21/2014
Submitted By Organization: Vulcan Materials Company - San Diego
Organization Address: 10051 Black Mountain Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92126
Organization Email: picenor@vmcmail.com
Organization Phone: 6195729564
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Unit system used?
|
US Units
|
Number of specimens
|
1
|
Test performed
|
With no density determined
|
Capped in accordance with?
|
ASTM C617/CTM521
|
Compressive strength of cylinder (to nearest 10 psi)
|
2810 psi
|
Average diameter of cylinder 1
|
6.00 in
|
Maximum load on cylinder 1
|
79440 lb
|
Type of fracture pattern of cylinder 1
|
5
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
Correction factor for cylinder 1
|
1
|
Age of specimen
|
7 days
|
Test 4 of 8
DIME Test ID: 2014-08-14-37-4
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 11/07/2014
Date Tested: 08/22/2014
Submitted By Organization: Vulcan Materials Company - San Diego
Organization Address: 10051 Black Mountain Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92126
Organization Email: picenor@vmcmail.com
Organization Phone: 6195729564
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Unit system used?
|
US Units
|
Number of specimens
|
1
|
Test performed
|
With no density determined
|
Capped in accordance with?
|
ASTM C617/CTM521
|
Compressive strength of cylinder (to nearest 10 psi)
|
2870 psi
|
Average diameter of cylinder 1
|
6.00 in
|
Maximum load on cylinder 1
|
81030 lb
|
Type of fracture pattern of cylinder 1
|
3
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
Correction factor for cylinder 1
|
1
|
Age of specimen
|
8 days
|
Test 5 of 8
DIME Test ID: 2014-08-14-37-5
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 11/07/2014
Date Tested: 09/25/2014
Submitted By Organization: Vulcan Materials Company - San Diego
Organization Address: 10051 Black Mountain Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92126
Organization Email: picenor@vmcmail.com
Organization Phone: 6195729564
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Unit system used?
|
US Units
|
Number of specimens
|
2
|
Test performed
|
With no density determined
|
Cross sectional area of cylinder 1
|
28.274 in^2
|
Cross sectional area of cylinder 2
|
28.274 in^2
|
Capped in accordance with?
|
ASTM C617/CTM521
|
Compressive strength (to nearest 10 psi)
|
5500 psi
|
Average diameter of cylinder 1
|
6.00 in
|
Average diameter of cylinder 2
|
6.00 in
|
Maximum load on cylinder 1
|
154540 lb
|
Maximum load on cylinder 2
|
156240 lb
|
Type of fracture pattern of cylinder 1
|
6
|
Type of fracture pattern of cylinder 2
|
2
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
Correction factor for cylinder 1
|
1
|
Correction factor for cylinder 2
|
no data
|
Age of specimen
|
42 days
|
Test 6 of 8
DIME Test ID: 2014-08-14-37-6
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 11/07/2014
Date Tested: 08/25/2014
Submitted By Organization: Vulcan Materials Company - San Diego
Organization Address: 10051 Black Mountain Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92126
Organization Email: picenor@vmcmail.com
Organization Phone: 6195729564
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Unit system used?
|
US Units
|
Number of specimens
|
1
|
Test performed
|
With no density determined
|
Capped in accordance with?
|
ASTM C617/CTM521
|
Compressive strength of cylinder (to nearest 10 psi)
|
3100 psi
|
Average diameter of cylinder 1
|
6.00 in
|
Maximum load on cylinder 1
|
87770 lb
|
Type of fracture pattern of cylinder 1
|
4
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
Correction factor for cylinder 1
|
1
|
Age of specimen
|
11 days
|
Test 7 of 8
DIME Test ID: 2014-08-14-37-7
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 11/07/2014
Date Tested: 08/28/2014
Submitted By Organization: Vulcan Materials Company - San Diego
Organization Address: 10051 Black Mountain Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92126
Organization Email: picenor@vmcmail.com
Organization Phone: 6195729564
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Unit system used?
|
US Units
|
Number of specimens
|
1
|
Test performed
|
With no density determined
|
Capped in accordance with?
|
ASTM C617/CTM521
|
Compressive strength of cylinder (to nearest 10 psi)
|
3350 psi
|
Average diameter of cylinder 1
|
6.00 in
|
Maximum load on cylinder 1
|
94820 lb
|
Type of fracture pattern of cylinder 1
|
6
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
Correction factor for cylinder 1
|
1
|
Age of specimen
|
14 days
|
Test 8 of 8
DIME Test ID: 2014-08-14-37-8
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 11/07/2014
Date Tested: 09/11/2014
Submitted By Organization: Vulcan Materials Company - San Diego
Organization Address: 10051 Black Mountain Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92126
Organization Email: picenor@vmcmail.com
Organization Phone: 6195729564
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Unit system used?
|
US Units
|
Number of specimens
|
2
|
Test performed
|
With no density determined
|
Cross sectional area of cylinder 1
|
28.274 in^2
|
Cross sectional area of cylinder 2
|
28.274 in^2
|
Capped in accordance with?
|
ASTM C617/CTM521
|
Compressive strength (to nearest 10 psi)
|
4690 psi
|
Average diameter of cylinder 1
|
6.00 in
|
Average diameter of cylinder 2
|
6.00 in
|
Maximum load on cylinder 1
|
131970 lb
|
Maximum load on cylinder 2
|
133220 lb
|
Type of fracture pattern of cylinder 1
|
3
|
Type of fracture pattern of cylinder 2
|
3
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
Correction factor for cylinder 1
|
1
|
Correction factor for cylinder 2
|
no data
|
Age of specimen
|
28 days
|