Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 995192 DEA: 07351304 EFIS: 0718000189
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-2,5-15.1,22.5
Work Description: SEISMIC RETROFIT AND GUARDRAIL UPGRADE.
Location Description: LOS ANGELES COUNTY AT ROUTE 2/5 SEPARATION
Contractor Name: POWELL CONSTRUCTORS, INC.
Contractor Address: 8555 BANANA AVE, FONTANA, CA 92335
Resident Engineer: Denrick Bautista Structure Rep.: Matthew Remo
DIME Sample ID: 2024-06-06-115
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: 06/06/2024
Date that the sample was received by the laboratory/organization performing the testing: 06/07/2024
The quantity of what the sample constitutes: 2 cylinders
A brief description of the sample: structural concrete
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: National Ready Mix - Glendale
The concrete mix design number: S59C456T10
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 325735
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: SB 5 to NB 2 Connector Barrier Rail Footing (5GCN7 188+5.3 to 190+11.6)
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2024-06-06-115-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 07/11/2024
Date Tested: 07/05/2024
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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2
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Test performed
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With no density determined
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Capped in accordance with?
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ASTM C617 - Sulfur Mortar Cap
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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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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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3840 psi
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Maximum load on cylinder 1
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106700 lb
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Maximum load on cylinder 2
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110360 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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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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Correction factor for cylinder 2
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1
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Age of specimen
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29 days
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Age of specimen in hours
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no data0 hours
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