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: 2021-04-14-28
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: 04/14/2021
Date that the sample was received by the laboratory/organization performing the testing: 04/15/2021
The quantity of what the sample constitutes: 5 CY
A brief description of the sample: concrete cylinder
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Central Concrete South SFO Plant
The concrete mix design number: DDLS89Q3
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 18196601
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: CIDH Pile OS76-1 and OS76-2
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2021-04-14-28-1
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 05/18/2021
Date Tested: 05/12/2021
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 C39 - Ground End
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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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6690 psi
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Maximum load on cylinder 1
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6640 lb
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Maximum load on cylinder 2
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6730 lb
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Type of fracture pattern of cylinder 1
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2
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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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1
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Age of specimen
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27 days
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Age of specimen in hours
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0 hours
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