Sample Record for 2016-09-26-6
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 211068 DEA: 080N5504 EFIS: 0800020102
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-40-R105.2/R106.5
Work Description: REPLACE THE LEFT WATSON WASH BRIDGE N0. 0805L
Location Description:
Contractor Name: MCM Construction
Contractor Address: PO Box 620, North Highlands, Ca 95660
Resident Engineer: Darcy Davis Structure Rep.: Leonard Romero
Sample Information
DIME Sample ID: 2016-09-26-6
TL Number from the TL Form: SRL 1
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: 09/26/2016
Date that the sample was received by the laboratory/organization performing the testing: 10/03/2016
The quantity of what the sample constitutes: 2
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Other
Laboratory sample identification: 947-SRL1
Structure unique identifier: Unknown
Structure name: WATSON WASH BRIDGE
The fabricator/manufacturer/facility name: CEMEX
Material Information
The concrete mix design number: 1592266
The truck number from where the sample was collected: 35775
The batch plant ticket number from where the sample was collected: 43823706
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: LOAD 1
Where the material sample would have been placed if not sampled: TRIAL BATCH
From Lot No.: Unknown
Bag Lot No.: Unknown
Test Results
Test 1 of 2
DIME Test ID: 2016-09-26-6-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
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: 213-792-4794
This test has been superseded on 10/24/2016.
Reason: corrected
Test 2 of 2
DIME Test ID: 2016-09-26-6-3
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 10/24/2016
Date Tested: 10/24/2016
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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6
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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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5.99 in
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Average diameter of cylinder 2
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5.99 in
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Average diameter of cylinder 3
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5.99 in
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Average diameter of cylinder 4
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5.98 in
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Average diameter of cylinder 5
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5.99 in
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Average diameter of cylinder 6
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5.99 in
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Cross sectional area of cylinder 1
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28.18 in^2
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Cross sectional area of cylinder 2
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28.18 in^2
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Cross sectional area of cylinder 3
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28.18 in^2
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Cross sectional area of cylinder 4
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28.09 in^2
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Cross sectional area of cylinder 5
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28.18 in^2
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Cross sectional area of cylinder 6
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28.18 in^2
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Compressive strength (to nearest 10 psi)
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5720 psi
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Maximum load on cylinder 1
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161510 lb
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Maximum load on cylinder 2
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164830 lb
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Maximum load on cylinder 3
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155610 lb
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Maximum load on cylinder 4
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161490 lb
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Maximum load on cylinder 5
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163120 lb
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Maximum load on cylinder 6
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160110 lb
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Compressive strength of cylinder 1
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5731.4 psi
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Type of fracture pattern of cylinder 1
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1
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Compressive strength of cylinder 2
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5849.2 psi
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Compressive strength of cylinder 3
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5522 psi
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Compressive strength of cylinder 4
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5749 psi
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Compressive strength of cylinder 5
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5788.5 psi
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Compressive strength of cylinder 6
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5681.7 psi
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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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3
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Type of fracture pattern of cylinder 4
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1
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Type of fracture pattern of cylinder 5
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2
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Type of fracture pattern of cylinder 6
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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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Correction factor for cylinder 5
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no data
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Correction factor for cylinder 6
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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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