Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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
DIME Sample ID: 2017-02-25-4
TL Number from the TL Form: 947-14
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: 02/25/2017
Date that the sample was received by the laboratory/organization performing the testing: 03/06/2017
The quantity of what the sample constitutes: 4
A brief description of the sample: Concrete Cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 947-14
Structure unique identifier: Unknown
Structure name: Unknown
The fabricator/manufacturer/facility name: Cemex
The concrete mix design number: 1593244
The truck number from where the sample was collected: 5775
The batch plant ticket number from where the sample was collected: 44025554
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: Site
Where the material sample would have been placed if not sampled: Frame 1 DEck Pour Sample 1
From Lot No.: Unknown
Bag Lot No.: Unknown
DIME Test ID: 2017-02-25-4-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 03/09/2017
Date Tested: 03/07/2017
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:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
2
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
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ASTM C617/CTM521
|
|
Average diameter of cylinder 1
|
6.00 in
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Average diameter of cylinder 2
|
6.00 in
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|
Cross sectional area of cylinder 1
|
28.27 in^2
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Cross sectional area of cylinder 2
|
28.27 in^2
|
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Compressive strength (to nearest 10 psi)
|
4470 psi
|
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Maximum load on cylinder 1
|
126620 lb
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Maximum load on cylinder 2
|
126310 lb
|
|
Compressive strength of cylinder 1
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4479.0 psi
|
|
Type of fracture pattern of cylinder 1
|
3
|
|
Compressive strength of cylinder 2
|
4468.0 psi
|
|
Type of fracture pattern of cylinder 2
|
3
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
|
Correction factor for cylinder 1
|
1
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Correction factor for cylinder 2
|
no data
|
|
Age of specimen
|
10 days
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|
Age of specimen in hours
|
no data
|
DIME Test ID: 2017-02-25-4-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 03/28/2017
Date Tested: 03/25/2017
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:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
2
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C617/CTM521
|
|
Average diameter of cylinder 1
|
6.02 in
|
|
Average diameter of cylinder 2
|
6.01 in
|
|
Cross sectional area of cylinder 1
|
28.46 in^2
|
|
Cross sectional area of cylinder 2
|
28.37 in^2
|
|
Compressive strength (to nearest 10 psi)
|
5930 psi
|
|
Maximum load on cylinder 1
|
169070 lb
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Maximum load on cylinder 2
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167650 lb
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|
Compressive strength of cylinder 1
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5940.6 psi
|
|
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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5909.4 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
|
|
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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Age of specimen
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30 days
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|
Age of specimen in hours
|
no data
|
