Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 213746 DEA: 080Q75U4 EFIS: 0817000114
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD,RIV-60-R4.6/R9.9, R0.0/12.2
Work Description: REPLACEMENT OF TWO OUTSIDE LANES AND CONCRETE SLABS
Location Description:
Contractor Name: J McLoughlin Engineering
Contractor Address: 10641 Fulton Court, Rancho Cucamonga, CA 91730
Resident Engineer: Mujahid Qureshi Structure Rep.: Ching Chuang
DIME Sample ID: 2020-03-03-18
TL Number from the TL Form: 999-303A
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: 03/03/2020
Date that the sample was received by the laboratory/organization performing the testing: 03/04/2020
The quantity of what the sample constitutes: 2 Cylinders
A brief description of the sample: 6x12 LCB cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 999-303A
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: NA
The concrete mix design number: LCB-60
The truck number from where the sample was collected: NA
The batch plant ticket number from where the sample was collected: NA
Concrete batch plant: NA
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: Job Site
Where the material sample would have been placed if not sampled: EB RTE 60 EAST OF ARCHIBALD ON LANE 3 AND 4
From Lot No.: Unknown
Bag Lot No.: Unknown
DIME Test ID: 2020-03-03-18-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 03/12/2020
Date Tested: 03/10/2020
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: 9098293029
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/CTM521
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Average diameter of cylinder 1
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6.01 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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28.37 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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980 psi
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Maximum load on cylinder 1
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27170 lb
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Maximum load on cylinder 2
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28300 lb
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Compressive strength of cylinder 1
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957.7 psi
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Type of fracture pattern of cylinder 1
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2
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Compressive strength of cylinder 2
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1001.1 psi
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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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7 days
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Age of specimen in hours
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no data
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