Sample Record for 2013-12-11-13229233
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: 2013-12-11-13229233
TL Number from the TL Form:
Sample Submitted By Organization: RMA Group - Rancho Cucamonga
Sample Organization Contact: (909) 989-1751
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 12/11/2013
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: Other
Laboratory sample identification: 2013-12-11-1322
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Materials - Truck 305
Material Information
The concrete mix design number: 103612F
The truck number from where the sample was collected: 305
The batch plant ticket number from where the sample was collected: 158650
Concrete batch plant: 41951
The fabricator/manufacturer designation for the sample: Vulcan Materials Company
A detailed description of where the material sample was collected: Wall RW309L
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 6
DIME Test ID: 2013-12-11-13229233-1
Test Method: ASTM C143-10a: Standard Test Method for Slump of Hydraulic-Cement Concrete
Verified Date: 12/30/2013
Date Tested: 12/11/2013
Submitted By Organization: RMA Group - Rancho Cucamonga
Organization Address: 12130 Santa Margarita Court,
Organization City: Rancho Cucamonga
Organization State: CA
Organization Zipcode: 91730
Organization Email: cbachler@rmacompanies.com
Organization Phone: (909) 989-1751
General Comments for this Test:
Test Result Compliance: comply
Additional Comments When Verified:
Test 2 of 6
DIME Test ID: 2013-12-11-13229233-2
Test Method: ASTM C1064-08: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
Verified Date: 12/30/2013
Date Tested: 12/11/2013
Submitted By Organization: RMA Group - Rancho Cucamonga
Organization Address: 12130 Santa Margarita Court,
Organization City: Rancho Cucamonga
Organization State: CA
Organization Zipcode: 91730
Organization Email: cbachler@rmacompanies.com
Organization Phone: (909) 989-1751
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Test 3 of 6
DIME Test ID: 2013-12-11-13229233-3
Test Method: ASTM C231-10: Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method
Verified Date: 12/30/2013
Date Tested: 12/11/2013
Submitted By Organization: RMA Group - Rancho Cucamonga
Organization Address: 12130 Santa Margarita Court,
Organization City: Rancho Cucamonga
Organization State: CA
Organization Zipcode: 91730
Organization Email: cbachler@rmacompanies.com
Organization Phone: (909) 989-1751
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Test 4 of 6
DIME Test ID: 2013-12-11-13229233-4
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521 Cured in accordance with ASTM C511
Verified Date: 01/29/2014
Date Tested: 12/18/2013
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:
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Unit system used?
|
US Units
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|
Number of specimens
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2
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|
Test performed
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With no density determined
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|
Cross sectional area of cylinder 1
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no data
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Cross sectional area of cylinder 2
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no data
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Capped in accordance with?
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ASTM C617/CTM521
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Compressive strength (to nearest 10 psi)
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2920 psi
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Average diameter of cylinder 1
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6.00 in
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Average diameter of cylinder 2
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6.00 in
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Maximum load on cylinder 1
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82220 lb
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Maximum load on cylinder 2
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82670 lb
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Type of fracture pattern of cylinder 1
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3
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Type of fracture pattern of cylinder 2
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3
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Comment on any defect in either specimen or caps (Max 250 Characters)
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no data
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Correction factor for cylinder 1
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1
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Correction factor for cylinder 2
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no data
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Age of specimen
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7 days
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Test 5 of 6
DIME Test ID: 2013-12-11-13229233-5
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521 Cured in accordance with ASTM C511
Verified Date: 01/29/2014
Date Tested: 01/08/2014
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
|
no data
|
|
Cross sectional area of cylinder 2
|
no data
|
|
Capped in accordance with?
|
ASTM C617/CTM521
|
|
Compressive strength (to nearest 10 psi)
|
4200 psi
|
|
Average diameter of cylinder 1
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6.00 in
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|
Average diameter of cylinder 2
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6.00 in
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Maximum load on cylinder 1
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119540 lb
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Maximum load on cylinder 2
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117610 lb
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Type of fracture pattern of cylinder 1
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6
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Type of fracture pattern of cylinder 2
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3
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Comment on any defect in either specimen or caps (Max 250 Characters)
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no data
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Correction factor for cylinder 1
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1
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Correction factor for cylinder 2
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no data
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Age of specimen
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28 days
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Test 6 of 6
DIME Test ID: 2013-12-11-13229233-6
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521 Cured in accordance with ASTM C511
Verified Date: 02/10/2014
Date Tested: 02/05/2014
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
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1
|
|
Test performed
|
With no density determined
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|
Capped in accordance with?
|
ASTM C617/CTM521
|
|
Compressive strength of cylinder (to nearest 10 psi)
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5170 psi
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Average diameter of cylinder 1
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6.00 in
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Maximum load on cylinder 1
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146170 lb
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Type of fracture pattern of cylinder 1
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1
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Comment on any defect in either specimen or caps (Max 250 Characters)
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no data
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Correction factor for cylinder 1
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1
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Age of specimen
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56 days
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