Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 213477 DEA: 080H4704 EFIS: 0812000074
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-2-2.44
Work Description: WIDEN BRIDGE TO ACCOMMODATE STANDARD SHOULDERS
Location Description: AT WRIGHTWOOD AT SHEEP CREEK BRIDGE
Contractor Name: BEADOR CONSTRUCTION
Contractor Address: 26320 LESTER CIRCLE, CORONA, CA 92883
Resident Engineer: John Santos Structure Rep.: Md Rahman
DIME Sample ID: 2020-01-29-14
TL Number from the TL Form: 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: 01/29/2020
Date that the sample was received by the laboratory/organization performing the testing: 01/30/2020
The quantity of what the sample constitutes: 4
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 1002-30
Structure unique identifier:
Structure name: SHEEP CREEK BRIDGE
The fabricator/manufacturer/facility name: NA
The concrete mix design number: RRM19030
The truck number from where the sample was collected: NA
The batch plant ticket number from where the sample was collected: 4828575
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: Truck Discharge load 2
Where the material sample would have been placed if not sampled: Bridge deck for right widen the Sheep Creek Bridge
From Lot No.: Unknown
Bag Lot No.: Unknown
DIME Test ID: 2020-01-29-14-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 02/11/2020
Date Tested: 02/10/2020
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
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|
Number of specimens
|
2
|
|
Test performed
|
With no density determined
|
|
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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6.01 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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28.37 in^2
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Compressive strength (to nearest 10 psi)
|
5300 psi
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Maximum load on cylinder 1
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151680 lb
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Maximum load on cylinder 2
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147780 lb
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Compressive strength of cylinder 1
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5382.5 psi
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Type of fracture pattern of cylinder 1
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3
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Compressive strength of cylinder 2
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5209.0 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
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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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12 days
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Age of specimen in hours
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no data
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DIME Test ID: 2020-01-29-14-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 02/26/2020
Date Tested: 02/26/2020
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
|
6.00 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
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28.27 in^2
|
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Compressive strength (to nearest 10 psi)
|
6250 psi
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Maximum load on cylinder 1
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173210 lb
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Maximum load on cylinder 2
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179930 lb
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Compressive strength of cylinder 1
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6127.0 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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6364.7 psi
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Type of fracture pattern of cylinder 2
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4
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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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Age of specimen in hours
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no data
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