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Sample Record for 2020-10-14-31

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 214601 DEA: 041J5694 EFIS: 0419000313 QA Service Level: 1
Work Description:
Location Description:
Contractor Address: 1301 SHOREWAY RD, SUITE 275, BELMONT, CA 94402
Resident Engineer: Douglas Inori Structure Rep.: Tyler Pinell

Sample Information

DIME Sample ID: 2020-10-14-31
TL Number from the TL Form:
Sample Submitted By Organization: Kiewit Infrastructure West Co. - Redwood City
Sample Organization Contact: (619) 318-3509
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 10/14/2020
Date that the sample was received by the laboratory/organization performing the testing: 10/15/2020
The quantity of what the sample constitutes: 322.5 of 405.5 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 6 Pile Cap
The fabricator/manufacturer/facility name: Central Concrete Supply

Material Information

The concrete mix design number: D20115P1
The truck number from where the sample was collected: 6229
The batch plant ticket number from where the sample was collected: 18115578
Concrete batch plant: Central Concrete South SFO Plant
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: SW 6 Pile Cap
Where the material sample would have been placed if not sampled: SW Pile Cap
From Lot No.: Unknown
Bag Lot No.: Unknown

Test Results

Test 1 of 1

DIME Test ID: 2020-10-14-31-1
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 11/17/2020
Date Tested: 11/11/2020
Submitted By Organization: Kiewit Infrastructure West Co. - Redwood City
Organization Address: 390 Bridge Parkway,
Organization City: Redwood City
Organization State: CA
Organization Zipcode: 94065
Organization Email:
Organization Phone: (619) 318-3509
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
Average diameter of cylinder 1 6.00 in
Average diameter of cylinder 2 6.00 in
Capped in accordance with? ASTM C617/CTM521
Cross sectional area of cylinder 1 28.27 in^2
Cross sectional area of cylinder 2 28.27 in^2
Compressive strength (to nearest 10 psi) 5240 psi
Maximum load on cylinder 1 150130 lb
Maximum load on cylinder 2 146060 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 1
Age of specimen 28 days
Age of specimen in hours 0 hours

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.