Sample Record for 2025-10-03-33
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1000501 DEA: 081J6104 EFIS: 0818000102
QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-215-40.5/42.7
Work Description: INDIVIDUAL SLAB REPLACEMENT (RSC), RHMA, AND REPLACE BASE.
Location Description: RIVERSIDE COUNTY IN RIVERSIDE FROM 0.8 MILE SOUTH OF ROUTE 60/91 SEPARATION TO 0.4 MILE SOUTH OF MARTIN LUTHER KING BOULEVARD UNDERCROSSING
Contractor Name: FBD VANGUARD CONSTRUCTION, INC.
Contractor Address: 550 Greenville Rd., Livermore, CA
Resident Engineer: Mahfual Alam Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2025-10-03-33
TL Number from the TL Form: 1081-6
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 10/03/2025
Date that the sample was received by the laboratory/organization performing the testing: 10/04/2025
The quantity of what the sample constitutes: 3
A brief description of the sample: 6X12
From where was the sample collected: Job Site
Laboratory sample identification: 1081-6
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: VANGUARD
Material Information
The concrete mix design number: NA
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 2
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: 1
Where the material sample would have been placed if not sampled: 215 CHICAGO TO CENTRAL AVE 605+00 LANE 2
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 1
DIME Test ID: 2025-10-03-33-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617 - Sulfur Mortar Cap Cured in accordance with ASTM C511
Verified Date: 10/17/2025
Date Tested: 10/10/2025
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
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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3
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Test performed
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With no density determined
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Cross sectional area of cylinder 1
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28.46 in^2
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Cross sectional area of cylinder 2
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28.46 in^2
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Cross sectional area of cylinder 3
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28.37 in^2
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Capped in accordance with?
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ASTM C617 - Sulfur Mortar Cap
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Compressive strength (to nearest 10 psi)
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7960 psi
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Average diameter of cylinder 1
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6.02 in
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Average diameter of cylinder 2
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6.02 in
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Compressive strength of cylinder 1
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8009.0 psi
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Compressive strength of cylinder 2
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8005.6 psi
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Average diameter of cylinder 3
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6.01 in
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Compressive strength of cylinder 3
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7878.4 psi
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Maximum load on cylinder 1
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227935 lb
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Maximum load on cylinder 2
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227840 lb
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Maximum load on cylinder 3
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223510 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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2
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Type of fracture pattern of cylinder 3
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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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Correction factor for cylinder 3
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1
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Age of specimen
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7 days
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