Sample Record for 2025-06-17-172
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 994586 DEA: 081C08U4 EFIS: 0822000142
QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-10-R134.0/R156.5
Work Description: PLACE HMA (TYPE A), JPCP, IMPORTED BORROW, ROADWAY EXCAVATION & CL2 AB
Location Description: RIVERSIDE COUNTY FROM 1.1 MILES WEST OF WILEY WELL ROAD OVERCROSSING TO CALIFORNIA/ARIZONA STATE LINE
Contractor Name: FISHER SAND & GRAVEL CO.
Contractor Address: 19062 San Jose Avenue, LA Puente, CA 91748
Resident Engineer: Ryan Espoy (cc on Reports) Structure Rep.: Tim Flores
Sample Information
DIME Sample ID: 2025-06-17-172
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: 06/17/2025
Date that the sample was received by the laboratory/organization performing the testing: 06/18/2025
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: HI-GRADE MATERIALS
Material Information
The concrete mix design number: CT675F25
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 14018861
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: WB- Isora Bridge South Barrier Wall Station 744+00
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 1
DIME Test ID: 2025-06-17-172-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 12/04/2025
Date Tested: 07/15/2025
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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5090 psi
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Maximum load on cylinder 1
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144820 lb
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Maximum load on cylinder 2
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143000 lb
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Type of fracture pattern of cylinder 1
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3
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Type of fracture pattern of cylinder 2
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3
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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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