Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 210837 DEA: 080J0804 EFIS: 0800000283 COOP: 081625
QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-15-34.7/51.6
Work Description: (Alternative Delivery) DESIGN-BUILD OF THE INTERSTATE 15 EXPRESS LANES PROJECT
Location Description: Riverside County and SBD-15-0.0/1.3
Contractor Name: Skanska-Ames, Joint Venture
Contractor Address: 1801 California Avenue, Corona, CA 92881
Resident Engineer: Roy Fisher (reports) Structure Rep.: Roy Fisher
DIME Sample ID: 2018-06-14-6
TL Number from the TL Form: 974-614A
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: 06/14/2018
Date that the sample was received by the laboratory/organization performing the testing: 06/19/2018
The quantity of what the sample constitutes: 4
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Fabricator
Laboratory sample identification: 974-614A
Structure unique identifier: design build for I15 express lanes project
Structure name: design build for I15 express lanes project
The fabricator/manufacturer/facility name: Robertsons Redlands
The concrete mix design number: J801153R
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: robertsons
The fabricator/manufacturer designation for the sample: AMES CONSTRUCTION
A detailed description of where the material sample was collected: Batch plant
Where the material sample would have been placed if not sampled: design build for I15 express lanes project
From Lot No.: Unknown
Bag Lot No.: Unknown
DIME Test ID: 2018-06-14-6-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521 Cured in accordance with ASTM C511
Verified Date: 06/22/2018
Date Tested: 06/21/2018
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: does not comply
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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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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28.37 in^2
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Cross sectional area of cylinder 3
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28.46 in^2
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Capped in accordance with?
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ASTM C617/CTM521
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Cross sectional area of cylinder 4
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28.46 in^2
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Average diameter of cylinder 1
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6.00 in
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Compressive strength (to nearest 10 psi)
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390 psi
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Average diameter of cylinder 2
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6.01 in
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Compressive strength of cylinder 1
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388.8 psi
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Compressive strength of cylinder 2
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393.0 psi
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Average diameter of cylinder 3
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6.02 in
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Compressive strength of cylinder 3
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362.6 psi
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Average diameter of cylinder 4
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6.02 in
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Compressive strength of cylinder 4
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397 psi
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Maximum load on cylinder 1
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10990 lb
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Maximum load on cylinder 2
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11150 lb
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Maximum load on cylinder 3
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10320 lb
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Maximum load on cylinder 4
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11300 lb
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Type of fracture pattern of cylinder 1
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2
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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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2
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Type of fracture pattern of cylinder 4
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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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Correction factor for cylinder 3
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1
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Correction factor for cylinder 4
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1
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Age of specimen
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7 days
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