Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 211238 DEA: 080R4404 EFIS: 0812000093
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-15-R23.0/R36.2
Work Description: INSTALL VEGETATION CONTROL UNDERNEATH EXISTING METAL BEAM GUARD RAIL
Location Description: INSTALL VEGETATION CONTROL UNDERNEATH EXISTING METAL BEAM GUARD RAIL
Contractor Name: Dreambuilder Construction Corporation
Contractor Address: 1324 Lawson Ln, Placentia, CA 92870
Resident Engineer: Denise Sostrom Structure Rep.: Unknown
DIME Sample ID: 2017-08-01-11
TL Number from the TL Form: 001
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 08/01/2017
Date that the sample was received by the laboratory/organization performing the testing: 08/03/2017
The quantity of what the sample constitutes: 4
A brief description of the sample: 6X12
From where was the sample collected: Job Site
Laboratory sample identification: 964-01
Structure unique identifier: RT SHOULDER
Structure name: Unknown
The fabricator/manufacturer/facility name: ROBERTSONS
The concrete mix design number: NP
The truck number from where the sample was collected: Unknown
The batch plant ticket number from where the sample was collected: NP
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: TRUCK
Where the material sample would have been placed if not sampled: Unknown
From Lot No.: Unknown
Bag Lot No.: Unknown
DIME Test ID: 2017-08-01-11-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 08/29/2017
Date Tested: 08/29/2017
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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4
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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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6.02 in
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Average diameter of cylinder 2
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6.02 in
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Average diameter of cylinder 3
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6.00 in
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Average diameter of cylinder 4
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5.99 in
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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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28.27 in^2
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Cross sectional area of cylinder 4
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28.18 in^2
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Compressive strength (to nearest 10 psi)
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1270 psi
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Maximum load on cylinder 1
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36490 lb
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Maximum load on cylinder 2
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36400 lb
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Maximum load on cylinder 3
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35760 lb
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Maximum load on cylinder 4
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35060 lb
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Compressive strength of cylinder 1
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1282.2 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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1279.0 psi
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Compressive strength of cylinder 3
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1264.9 psi
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Compressive strength of cylinder 4
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1244.1 psi
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Type of fracture pattern of cylinder 2
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3
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Type of fracture pattern of cylinder 3
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3
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Type of fracture pattern of cylinder 4
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1
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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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no data
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Correction factor for cylinder 3
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no data
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Correction factor for cylinder 4
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no data
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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 data
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