Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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
DIME Sample ID: 2014-01-03-8150981
TL Number from the TL Form:
Sample Submitted By Organization: CT SC - 3668 - Mira Mesa
Sample Organization Contact: (858) 688-1414
Type of Sample: Verification
Type of Material: Concrete
Sample Taken Date: 01/03/2014
Date that the sample was received by the laboratory/organization performing the testing:
The quantity of what the sample constitutes: One Wheel Barrel
A brief description of the sample: Concrete Test Samples
From where was the sample collected: Other
Laboratory sample identification:
Structure unique identifier: SW 303R-Pile cap
Structure name: SW 303R
The fabricator/manufacturer/facility name: Vulcan
The concrete mix design number: 103612F
The truck number from where the sample was collected: 366
The batch plant ticket number from where the sample was collected: Load4
Concrete batch plant:
The fabricator/manufacturer designation for the sample: Vulcan Materials Company
A detailed description of where the material sample was collected: Jobsite
Where the material sample would have been placed if not sampled: SW 303R-Pile cap
From Lot No.:
Bag Lot No.:
DIME Test ID: 2014-01-03-8150981-1
Test Method: ASTM C143-10a: Standard Test Method for Slump of Hydraulic-Cement Concrete
Submitted By Organization: CT SC - 3668 - Mira Mesa
Organization Address: 3089 Manchester Avenue,
Organization City: Cardiff
Organization State: CA
Organization Zipcode: 92007
Organization Email: phong.t.le@dot.ca.gov
Organization Phone: (858) 688-1603
Data has not been verified.
DIME Test ID: 2014-01-03-8150981-2
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: 02/19/2014
Date Tested: 01/31/2014
Submitted By Organization: Leighton Consulting, Incorporated - San Diego
Organization Address: 3934 Murphy Canyon Road, B205,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92123
Organization Email: scolorado@leightongroup.com
Organization Phone: 8583008490
General Comments for this Test:
Test Result Compliance: comply
Additional Comments When Verified:
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Unit system used?
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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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28.18 in^2
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Cross sectional area of cylinder 2
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28.18 in^2
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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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3940 psi
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Average diameter of cylinder 1
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5.99 in
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Average diameter of cylinder 2
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5.99 in
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Compressive strength of cylinder 1
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3969.1 psi
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Compressive strength of cylinder 2
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3907.7 psi
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Maximum load on cylinder 1
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111850 lb
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Maximum load on cylinder 2
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110120 lb
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Type of fracture pattern of cylinder 1
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1
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Type of fracture pattern of cylinder 2
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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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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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