Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 211080 DEA: 060V0304
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-99-7.3
Work Description: Girder replacement and repairs due to bridge hit
Location Description: Near Bakersfield, from 7.3 miles N of the Rte 99/5 Jct to 6.1 miles S of the Rte 99/119 Jct at Ker 99-7.29
Contractor Name: GRIFFITH COMPANY
Contractor Address: 1128 Carrier Parkway Ave, Bakersfield, CA 93308
Resident Engineer: Hisham Alnatour Structure Rep.: Mike Trinh
DIME Sample ID: 2024-03-14-30
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Millbrook Field Laboratory
Sample Organization Contact: (559) 341-3953
Type of Sample: Department Acceptance
Type of Material: Concrete
Sample Taken Date: 03/14/2024
Date that the sample was received by the laboratory/organization performing the testing: 03/15/2024
The quantity of what the sample constitutes: 4 sets cylinders
A brief description of the sample: 4x8 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Viking
The concrete mix design number: NCT09064
The truck number from where the sample was collected: 117187984
The batch plant ticket number from where the sample was collected: Abut 8 piles
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: From the truck
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2024-03-14-30-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 03/21/2024
Date Tested: 03/21/2024
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 1352 W. Olive Ave,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93728
Organization Email: tomas.silva@dot.ca.gov
Organization Phone: (559) 417-5341
General Comments for this Test:
Test Result Compliance: does not comply
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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Capped in accordance with?
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ASTM C1231 - Unbonded Elastomeric Pad Cap
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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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3950 psi
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Maximum load on cylinder 1
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50820 lb
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Maximum load on cylinder 2
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48630 lb
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Maximum load on cylinder 3
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49320 lb
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Compressive strength of cylinder 1
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4043.0 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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3868.7 psi
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Compressive strength of cylinder 3
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3923.6 psi
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Type of fracture pattern of cylinder 2
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2
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Type of fracture pattern of cylinder 3
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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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Correction factor for cylinder 3
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1
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Age of specimen
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7 days
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Age of specimen in hours
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no data0 hours
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