Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 210569 DEA: 083555V4 EFIS: 0814000086
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-15-42.5/46.0
Work Description: WIDEN I-15, RECONSTRUCT 3 IC'S, CONSTRUCT 2 NEW BR AND WIDEN 3 BR.
Location Description: SAN BERNARDINO COUNTY IN VICTORVILLE FROM 0.5 MILE NORTH OF MOJAVE DRIVE TO 1.5 MILE NORTH OF STODDARD WELLS ROAD OVERCROSSING
Contractor Name: Ames Construction
Contractor Address: 2000 AMES DRIVE, BURNSVILLE, MN 55306
Resident Engineer: Taghreed Al-Khateeb Structure Rep.: Ravinder Singh
DIME Sample ID: 2018-10-10-7
TL Number from the TL Form: 1B
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: 10/10/2018
Date that the sample was received by the laboratory/organization performing the testing: 10/13/2018
The quantity of what the sample constitutes: 2
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 934-1B
Structure unique identifier: MOJAVE BIDGE RIGHT WIDENING FRAME 3 DECK POUR
Structure name: MOJAVE BIDGE RIGHT WIDENING FRAME 3 DECK POUR
The fabricator/manufacturer/facility name: ROBERTSON LUCERNE
The concrete mix design number: S1T172A
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: Unknown
The fabricator/manufacturer designation for the sample: ames
A detailed description of where the material sample was collected: LOAD 34
Where the material sample would have been placed if not sampled: MOJAVE BIDGE RIGHT WIDENING FRAME 3 DECK POUR
From Lot No.: Unknown
Bag Lot No.: Unknown
DIME Test ID: 2018-10-10-7-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 11/07/2018
Date Tested: 11/07/2018
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: 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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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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Capped in accordance with?
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ASTM C617/CTM521
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Compressive strength (to nearest 10 psi)
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5830 psi
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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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Compressive strength of cylinder 1
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6165.7 psi
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Compressive strength of cylinder 2
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5492.2 psi
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Maximum load on cylinder 1
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174920 lb
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Maximum load on cylinder 2
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155265 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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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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1
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Age of specimen
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28 days
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