Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215753 DEA: 050N72U4 EFIS: 0520000169
QA Service Level: 1
DIST-CO-RTE-PM: 05-SB-101-4.4/R7.7
Work Description: Please cc Office Engineer Ni Nyoman Paul on reports sent to RE and SR. Construct High Occupancy Vehicle (HOV) lanes on U.S. Route 101 and rehabilitation - Segment 4B.
Location Description: 101 freeway in Summerland, CA
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 5335 Debbie Road, Santa Barbara, CA 93111
Resident Engineer: Luobao Cai Structure Rep.: Emiliano Berntsen
DIME Sample ID: 2021-08-30-52
TL Number from the TL Form:
Sample Submitted By Organization: Sequoia Consultants
Sample Organization Contact: (714) 974-6316
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 08/30/2021
Date that the sample was received by the laboratory/organization performing the testing: 09/07/2021
The quantity of what the sample constitutes: 3 cylinders
A brief description of the sample: PCC
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Hanson-Goleta
The concrete mix design number: 7521H0P
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 549535
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: CIDH Piles
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2021-08-30-52-1
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 09/28/2021
Date Tested: 09/27/2021
Submitted By Organization: Sequoia Consultants
Organization Address: 361 West Grove Avenue,
Organization City: Orange
Organization State: CA
Organization Zipcode: 92865
Organization Email: sranjan@sequoiacon.com
Organization Phone: 1 (714) 974-6316
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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1
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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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Capped in accordance with?
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ASTM C617 - Sulfur Mortar Cap
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Compressive strength of cylinder (to nearest 10 psi)
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5900 psi
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Maximum load on cylinder 1
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167690 lb
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Type of fracture pattern of cylinder 1
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2
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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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Age of specimen
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28 days
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Age of specimen in hours
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0 hours
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