Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214135 DEA: 09213404 EFIS: 0900000030
QA Service Level: 1
DIST-CO-RTE-PM: 09-INY-395-29.9/41.8
Work Description: ROADWAY EXCAVATION, PLACE HMA (TYPE A), AND ALTERNATIVE PIPE CULVERT.
Location Description: INYO COUNTY NEAR OLANCHA AND CARTAGO FROM 1.4 MILES SOUTH OF LOS ANGELES AQUEDUCT BRIDGE TO 0.2 MILE SOUTH OF ASH CREEK BRIDGE
Contractor Name: FISHER SAND & GRAVEL CO.
Contractor Address: 1302 W DRIVERS WAY, TEPE, AZ. 85284
Resident Engineer: Kris Raber Structure Rep.: Sheila Reyes
DIME Sample ID: 2023-10-13-24
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: 10/13/2023
Date that the sample was received by the laboratory/organization performing the testing: 10/13/2023
The quantity of what the sample constitutes: 40 CY
A brief description of the sample: ConAggs
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: 711 Materials Ridgecrest
The concrete mix design number: 750216A6
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: Concrete Plant
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: DS 1354 Headwall Outlet
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2023-10-13-24-2
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 11/13/2023
Date Tested: 11/10/2023
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: Emergency Project: 09-399404
Mix NO. 750216A6
Break 3 at 28 Days
Test Result Compliance: complies
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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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
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4.00 in
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Average diameter of cylinder 3
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4.00 in
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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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4300 psi
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Maximum load on cylinder 1
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53565 lb
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Maximum load on cylinder 2
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55100 lb
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Maximum load on cylinder 3
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53725 lb
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Compressive strength of cylinder 1
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4260.0 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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4380.0 psi
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Compressive strength of cylinder 3
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4270 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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28 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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PCC-35
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