Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214601 DEA: 041J5694 EFIS: 0419000313
QA Service Level: 1
DIST-CO-RTE-PM: 04-SM-101-0.0/21.8
Work Description: San Mateo US 101 Express Lanes North
Location Description:
Contractor Name: KIEWIT INFRASTRUCTURE COMPANY
Contractor Address: 1301 SHOREWAY RD, SUITE 275, BELMONT, CA 94402
Resident Engineer: Douglas Inori Structure Rep.: Tyler Pinell
DIME Sample ID: 2020-06-01-11
TL Number from the TL Form:
Sample Submitted By Organization: Kiewit Infrastructure West Company - Redwood City
Sample Organization Contact: (619) 318-3509
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 06/01/2020
Date that the sample was received by the laboratory/organization performing the testing: 06/02/2020
The quantity of what the sample constitutes: 9 CY
A brief description of the sample: PCC Core
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name: SW 4 CIDH Pier 15 and 17
The fabricator/manufacturer/facility name: Graniterock Redwood City Plant
The concrete mix design number: 087722
The truck number from where the sample was collected: 2332
The batch plant ticket number from where the sample was collected: 38106983
Concrete batch plant: Graniterock Redwood City Plant
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: SW 4 San Mateo CA
Where the material sample would have been placed if not sampled: SW CIDH Pier
From Lot No.: Unknown
Bag Lot No.: Unknown
DIME Test ID: 2020-06-01-11-1
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 07/07/2020
Date Tested: 06/29/2020
Submitted By Organization: Kiewit Infrastructure West Company - Redwood City
Organization Address: 1301 Shoreway Road, Suite 275,
Organization City: Belmont
Organization State: CA
Organization Zipcode: 94002
Organization Email: daniel.geeslin@kiewit.com
Organization Phone: (619) 318-3509
General Comments for this Test:
Test Result Compliance:
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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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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Capped in accordance with?
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ASTM C617/CTM521
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Cross sectional area of cylinder 1
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28.27 in^2
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Cross sectional area of cylinder 2
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28.27 in^2
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Compressive strength (to nearest 10 psi)
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5750 psi
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Maximum load on cylinder 1
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165310 lb
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Maximum load on cylinder 2
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159400 lb
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Type of fracture pattern of cylinder 1
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5
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Type of fracture pattern of cylinder 2
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5
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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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1
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Age of specimen
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28 days
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Age of specimen in hours
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no data0 hours
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