Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994330 DEA: 09366404 EFIS: 0916000006
QA Service Level: 1
DIST-CO-RTE-PM: 09-MNO-395-58.2/60.4
Work Description: HOT MIX ASPHALT (TYPE A), IMPORTED BORROW, AND ROADWAY EXCAVATION.
Location Description: MONO COUNTY ABOUT 6 MILES NORTH OF LEE VINING FROM ROUTE 167 TO 0.4 MILE NORTH OF CONWAY RANCH ROAD
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: Unknown
Resident Engineer: David Carruba Structure Rep.: Unknown
DIME Sample ID: 2023-10-17-26
TL Number from the TL Form:
Sample Submitted By Organization: CT D09 - Bishop Field Laboratory
Sample Organization Contact: (760) 872-5211
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 10/17/2023
Date that the sample was received by the laboratory/organization performing the testing: 10/18/2023
The quantity of what the sample constitutes: 13 Cubic Yards / Mammoth Ready Mix
A brief description of the sample: 5000 Psi Mix / Mammoth
From where was the sample collected: Job Site
Laboratory sample identification: Conc-04
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Mammoth Ready Mix
The concrete mix design number: 1304.18.25.A
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 58900
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: DS-1 Headwall Inlet
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2023-10-17-26-1
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 10/23/2023
Date Tested: 10/23/2023
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: DS-1 Headwall Inlet
Test Result Compliance: complies
Additional Comments When Verified:
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Unit system used?
|
US Units
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Number of specimens
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3
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|
Test performed
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With no density determined
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|
Apparent mass of submerged cylinder 1
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3.5 lb
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Average diameter of cylinder 1
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4.00 in
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Average diameter of cylinder 2
|
4.00 in
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Average diameter of cylinder 3
|
4.00 in
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Cross sectional area of cylinder 1
|
12.57 in^2
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Cross sectional area of cylinder 2
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12.57 in^2
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Cross sectional area of cylinder 3
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12.57 in^2
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Compressive strength (to nearest 10 psi)
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3530 psi
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Maximum load on cylinder 1
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43390 lb
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Maximum load on cylinder 2
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44900 lb
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Maximum load on cylinder 3
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44750 lb
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Compressive strength of cylinder 1
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3450.0 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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3570.0 psi
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Compressive strength of cylinder 3
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3560 psi
|
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Type of fracture pattern of cylinder 2
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1
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Type of fracture pattern of cylinder 3
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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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1.00
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Correction factor for cylinder 2
|
1.00
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Correction factor for cylinder 3
|
1.00
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Age of specimen
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6 days
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Age of specimen in hours
|
0 hours
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Serial number of delivery ticket, if available
|
no data
|
DIME Test ID: 2023-10-17-26-2
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 11/14/2023
Date Tested: 11/14/2023
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: PCC-04
Test Result Compliance: complies
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
3
|
|
Test performed
|
With no density determined
|
|
Apparent mass of submerged cylinder 1
|
3.5 lb
|
|
Average diameter of cylinder 1
|
4.00 in
|
|
Average diameter of cylinder 2
|
4.00 in
|
|
Average diameter of cylinder 3
|
4.00 in
|
|
Cross sectional area of cylinder 1
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12.57 in^2
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Cross sectional area of cylinder 2
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12.57 in^2
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Cross sectional area of cylinder 3
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12.57 in^2
|
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Compressive strength (to nearest 10 psi)
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5200 psi
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Maximum load on cylinder 1
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64955 lb
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Maximum load on cylinder 2
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64740 lb
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Maximum load on cylinder 3
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66285 lb
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Compressive strength of cylinder 1
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5170.0 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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5150.0 psi
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Compressive strength of cylinder 3
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5270 psi
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Type of fracture pattern of cylinder 2
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1
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Type of fracture pattern of cylinder 3
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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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1.00
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Correction factor for cylinder 2
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1.00
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Correction factor for cylinder 3
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1.00
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Age of specimen
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0 days
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Age of specimen in hours
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0 hours
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Serial number of delivery ticket, if available
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no data
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