Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994090 DEA: 01434804 EFIS: 0100000672
QA Service Level: 1
DIST-CO-RTE-PM: 01-MEN-1-62.0/62.3
Work Description: Pudding Creek Bridge Widening
Location Description: MENDOCINO COUNTY IN FORT BRAGG FROM ELM STREET TO PUDDING CREEK ROAD 421
Contractor Name: MCM Construction, Inc.
Contractor Address: P.O. Box 620, North Highland, CA 95660
Resident Engineer: Roozbeh Hadipour Structure Rep.: David Rivas
DIME Sample ID: 2023-04-28-49
TL Number from the TL Form:
Sample Submitted By Organization: CT D01 - Fort Bragg Field Laboratory
Sample Organization Contact: (707) 496-0974
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 04/28/2023
Date that the sample was received by the laboratory/organization performing the testing: 04/28/2023
The quantity of what the sample constitutes: 16 Cy
A brief description of the sample: 7.2 Sk Structural (Corrosive)
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier: 10-0158
Structure name: Pudding Creek Bridge
The fabricator/manufacturer/facility name: geoaggregates
The concrete mix design number: 7-Sk-Structual
The truck number from where the sample was collected: 09
The batch plant ticket number from where the sample was collected: 24241
Concrete batch plant: Geoaggregates
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Back of Truck
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2023-04-28-49-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 05/11/2023
Date Tested: 05/05/2023
Submitted By Organization: CT D01 - Fort Bragg Field Laboratory
Organization Address: 1726 Albee Street,
Organization City: Eureka
Organization State: CA
Organization Zipcode: 95501
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 496-0974
General Comments for this Test:
Test Result Compliance:
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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3120 psi
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Maximum load on cylinder 1
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39620 lb
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Maximum load on cylinder 2
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39480 lb
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Maximum load on cylinder 3
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38420 lb
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Compressive strength of cylinder 1
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3151.9 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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3140.8 psi
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Compressive strength of cylinder 3
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3056.5 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
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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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3 days
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Age of specimen in hours
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0 hours
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