Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 88887 DEA: PC-Barrier-STOCK EFIS: PC-Barrier-STOCK
QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for precast barrier rail stock material.
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2025-12-08-42
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - QASI Bay Area Field Office
Sample Organization Contact: (916) 284-6784
Type of Sample: Quality Assurance
Type of Material: Precast Concrete
Sample Taken Date: 12/08/2025
Date that the sample was received by the laboratory/organization performing the testing: 12/09/2025
The quantity of what the sample constitutes: 50 CY
A brief description of the sample: Three 4"x8" Cylinders
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: ProCast Products, Sunol
The concrete mix design number: 6381219
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 3006812
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Concrete Sample from Wheelbarrow
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2025-12-08-42-1
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 01/05/2026
Date Tested: 01/05/2026
Submitted By Organization: CT HQ - QASI Bay Area Field Office
Organization Address: 690 Walnut Avenue, Suite 150,
Organization City: Vallejo
Organization State: CA
Organization Zipcode: 94592
Organization Email: maged.g.armanuse@dot.ca.gov
Organization Phone: (916) 284-6784
General Comments for this Test: 5000 psi required at 28-days; 6760 psi reported QC 28-day average
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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Capped in accordance with?
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ASTM C1231 - Unbonded Elastomeric Pad Cap
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Apparent mass of submerged cylinder 1
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1 lb
|
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Average diameter of cylinder 1
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4.00 in
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Average diameter of cylinder 2
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4.00 in
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Average diameter of cylinder 3
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4.00 in
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Cross sectional area of cylinder 1
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12.57 in^2
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Cross sectional area of cylinder 2
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12.57 in^2
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Cross sectional area of cylinder 3
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12.57 in^2
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Compressive strength (to nearest 10 psi)
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7180 psi
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Maximum load on cylinder 1
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87645 lb
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Maximum load on cylinder 2
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92310 lb
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Maximum load on cylinder 3
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91015 lb
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Compressive strength of cylinder 1
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6970.0 psi
|
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Type of fracture pattern of cylinder 1
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5
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Compressive strength of cylinder 2
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7340.0 psi
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Compressive strength of cylinder 3
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7240 psi
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Type of fracture pattern of cylinder 2
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5
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Type of fracture pattern of cylinder 3
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5
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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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28 days
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Age of specimen in hours
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no data0 hours
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Serial number of delivery ticket, if available
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no data
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