Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000272 DEA: 100V4804 EFIS: 1013000264
QA Service Level: 1
DIST-CO-RTE-PM: 10-CAL-26-21.8/30.3
Work Description: SLOPE STABILIZATION AND CONSTRUCT RETAINING WALL.
Location Description: CALAVERAS COUNTY NEAR MOKELUMNE HILL AT VARIOUS LOCATIONS FROM 3.6 MILES EAST OF ROUTE 49 TO 0.9 MILE WEST OF WOODHOUSE MINE ROAD
Contractor Name: VIKING CONSTRUCTION COMPANY, INC.
Contractor Address: Unknown
Resident Engineer: Jonathan Ngai Structure Rep.: Conor Hennessy
DIME Sample ID: 2025-06-11-112
TL Number from the TL Form:
Sample Submitted By Organization: Viking Construction Company, Incorporated - Rancho Cordova
Sample Organization Contact: (916) 852-5530
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 06/11/2025
Date that the sample was received by the laboratory/organization performing the testing: 06/11/2025
The quantity of what the sample constitutes: 2
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: IA5OPN
Structure unique identifier:
Structure name: Wall 3 Piles 32,34
The fabricator/manufacturer/facility name: 711 Materials - San Andreas
The concrete mix design number: 800882A
The truck number from where the sample was collected: 84017
The batch plant ticket number from where the sample was collected: 927834
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Chute
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2025-06-11-112-1
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 08/19/2025
Date Tested: 07/02/2025
Submitted By Organization: Viking Construction Company, Incorporated - Rancho Cordova
Organization Address: 11315 Sunrise Gold Circle, Suite A,
Organization City: Rancho Cordova
Organization State: CA
Organization Zipcode: 95742
Organization Email: dfishback@vikingbridges.com
Organization Phone: (916) 852-5530
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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2
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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 C39 - Ground End
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Apparent mass of submerged cylinder 1
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28 lb
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Average diameter of cylinder 1
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6.00 in
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Average diameter of cylinder 2
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6.00 in
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Cross sectional area of cylinder 1
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28.27 in^2
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Cross sectional area of cylinder 2
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28.27 in^2
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Compressive strength (to nearest 10 psi)
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4500 psi
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Maximum load on cylinder 1
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130499 lb
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Maximum load on cylinder 2
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123611 lb
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Type of fracture pattern of cylinder 1
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2
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Type of fracture pattern of cylinder 2
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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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Age of specimen
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28 days
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Age of specimen in hours
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no data0 hours
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Serial number of delivery ticket, if available
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no data
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