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Sample Record for 2013-12-11-13229233

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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:
Slump 4.5 inch

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:
Temperature 64 F

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:
Air content 2.4 %

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:
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) 2920 psi
Average diameter of cylinder 1 6.00 in
Average diameter of cylinder 2 6.00 in
Maximum load on cylinder 1 82220 lb
Maximum load on cylinder 2 82670 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 7 days

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 6.00 in
Average diameter of cylinder 2 6.00 in
Maximum load on cylinder 1 119540 lb
Maximum load on cylinder 2 117610 lb
Type of fracture pattern of cylinder 1 6
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

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 1
Test performed With no density determined
Capped in accordance with? ASTM C617/CTM521
Compressive strength of cylinder (to nearest 10 psi) 5170 psi
Average diameter of cylinder 1 6.00 in
Maximum load on cylinder 1 146170 lb
Type of fracture pattern of cylinder 1 1
Comment on any defect in either specimen or caps (Max 250 Characters) no data
Correction factor for cylinder 1 1
Age of specimen 56 days