Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 995450 DEA: 09368004 EFIS: 0917000011
QA Service Level: 1
DIST-CO-RTE-PM: 09-MNO-395-91.6/93.4
Work Description: HOT MIX ASPHALT (TYPE A), RAIL ELEMENT WALL, AND ROADWAY EXCAVATION.
Location Description: MONO COUNTY ABOUT 16 MILES NORTH OF BRIDGEPORT FROM BURCHAM FLAT ROAD TO 0.3 MILE SOUTH OF ROUTE 108
Contractor Name: PAPICH CONSTRUCTION COMPANY, INC.
Contractor Address: Unknown
Resident Engineer: raj bharathan Structure Rep.: Unknown
DIME Sample ID: 2025-05-14-47
TL Number from the TL Form: PCC-01
Sample Submitted By Organization: CT D09 - Bishop Field Laboratory
Sample Organization Contact: (760) 872-5211
Type of Sample: Acceptance
Type of Material: Concrete
Sample Taken Date: 05/14/2025
Date that the sample was received by the laboratory/organization performing the testing: 05/19/2025
The quantity of what the sample constitutes: 250 cy
A brief description of the sample: 6 PCC Cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 4588
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: 7-11 Bishop
The concrete mix design number: 00000
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 01
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Cattle Guard 1st 1/4 of Truck
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2025-05-14-47-1
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 05/20/2025
Date Tested: 05/20/2025
Submitted By Organization: CT D09 - Bishop Field Laboratory
Organization Address: 500 South Main Street,
Organization City: Bishop
Organization State: CA
Organization Zipcode: 93514
Organization Email: chris.talbot@dot.ca.gov
Organization Phone: (760) 872-0794
General Comments for this Test: 6 Day Break per RE
Test Result Compliance: complies
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 - Sulfur Mortar Cap
|
|
Apparent mass of submerged cylinder 1
|
10 lb
|
|
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
|
|
Cross sectional area of cylinder 2
|
28.27 in^2
|
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Compressive strength (to nearest 10 psi)
|
3110 psi
|
|
Maximum load on cylinder 1
|
86250 lb
|
|
Maximum load on cylinder 2
|
89620 lb
|
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Compressive strength of cylinder 1
|
3050.0 psi
|
|
Type of fracture pattern of cylinder 1
|
1
|
|
Compressive strength of cylinder 2
|
3170.0 psi
|
|
Type of fracture pattern of cylinder 2
|
1
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
|
Correction factor for cylinder 1
|
1
|
|
Correction factor for cylinder 2
|
1
|
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Age of specimen
|
6 days
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|
Age of specimen in hours
|
6 hours
|
|
Serial number of delivery ticket, if available
|
no data
|
DIME Test ID: 2025-05-14-47-2
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 06/11/2025
Date Tested: 06/11/2025
Submitted By Organization: CT D09 - Bishop Field Laboratory
Organization Address: 500 South Main Street,
Organization City: Bishop
Organization State: CA
Organization Zipcode: 93514
Organization Email: chris.talbot@dot.ca.gov
Organization Phone: (760) 872-0794
General Comments for this Test: 28 Day Break
Test Result Compliance: complies
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 - Sulfur Mortar Cap
|
|
Apparent mass of submerged cylinder 1
|
6 lb
|
|
Average diameter of cylinder 1
|
6.00 in
|
|
Average diameter of cylinder 2
|
6.00 in
|
|
Cross sectional area of cylinder 1
|
28.27 in^2
|
|
Cross sectional area of cylinder 2
|
28.27 in^2
|
|
Compressive strength (to nearest 10 psi)
|
4520 psi
|
|
Maximum load on cylinder 1
|
126870 lb
|
|
Maximum load on cylinder 2
|
128430 lb
|
|
Compressive strength of cylinder 1
|
4490.0 psi
|
|
Type of fracture pattern of cylinder 1
|
1
|
|
Compressive strength of cylinder 2
|
4540.0 psi
|
|
Type of fracture pattern of cylinder 2
|
1
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
|
Correction factor for cylinder 1
|
1
|
|
Correction factor for cylinder 2
|
1
|
|
Age of specimen
|
no data0 days
|
|
Age of specimen in hours
|
no data0 hours
|
|
Serial number of delivery ticket, if available
|
no data
|
