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: 2025-06-25-37
TL Number from the TL Form:
Sample Submitted By Organization: Precast Unlimited Inc.
Sample Organization Contact: (530) 243-6477
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 06/25/2025
Date that the sample was received by the laboratory/organization performing the testing: 06/25/2025
The quantity of what the sample constitutes: 12 4x8 Cylinders
A brief description of the sample: Concrete Test Samples
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Precast Unlimited Inc.
The concrete mix design number: CT752SLA50
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 98566
Concrete batch plant:
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: 2025-06-25-37-1
Test Method: ASTM C1064-17: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
Verified Date: 06/27/2025
Date Tested: 06/25/2025
Submitted By Organization: Precast Unlimited Inc.
Organization Address: 16538 Clear Creek Rd.,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: chase@precastunlimited.com
Organization Phone: 1 (530) 243-6477
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
DIME Test ID: 2025-06-25-37-2
Test Method: ASTM C138-17a: Standard Test Method for Density (Unit Weight), Yield, and Air Content (Gravimetric) of Concrete
Verified Date: 06/27/2025
Date Tested: 06/25/2025
Submitted By Organization: Precast Unlimited Inc.
Organization Address: 16538 Clear Creek Rd.,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: chase@precastunlimited.com
Organization Phone: 1 (530) 243-6477
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
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Identification of concrete represented by the sample
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JSH62525
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Volume of the measure
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0.25 ft^3
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Density of concrete
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142.8 lb/ft^3
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Yield of concrete
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no data
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Relative yield of the batch
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no data
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Cement content
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no data
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Air content
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no data
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DIME Test ID: 2025-06-25-37-3
Test Method: ASTM C231-17a: Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method
Verified Date: 06/27/2025
Date Tested: 06/25/2025
Submitted By Organization: Precast Unlimited Inc.
Organization Address: 16538 Clear Creek Rd.,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: chase@precastunlimited.com
Organization Phone: 1 (530) 243-6477
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
DIME Test ID: 2025-06-25-37-4
Test Method: ASTM C143-20: Standard Test Method for Slump of Hydraulic-Cement Concrete
Verified Date: 06/27/2025
Date Tested: 06/25/2025
Submitted By Organization: Precast Unlimited Inc.
Organization Address: 16538 Clear Creek Rd.,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: chase@precastunlimited.com
Organization Phone: 1 (530) 243-6477
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
DIME Test ID: 2025-06-25-37-5
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 07/26/2025
Date Tested: 07/23/2025
Submitted By Organization: Precast Unlimited Inc.
Organization Address: 16538 Clear Creek Rd.,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: chase@precastunlimited.com
Organization Phone: 1 (530) 243-6477
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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Apparent mass of submerged cylinder 1
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8.5 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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12.56 in^2
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Cross sectional area of cylinder 2
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12.56 in^2
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Cross sectional area of cylinder 3
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12.56 in^2
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Compressive strength (to nearest 10 psi)
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4850 psi
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Maximum load on cylinder 1
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61000 lb
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Maximum load on cylinder 2
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60060 lb
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Maximum load on cylinder 3
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61860 lb
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Type of fracture pattern of cylinder 1
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3
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Type of fracture pattern of cylinder 2
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3
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Type of fracture pattern of cylinder 3
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5
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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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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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DIME Test ID: 2025-06-25-37-6
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 08/08/2025
Date Tested: 08/06/2025
Submitted By Organization: Precast Unlimited Inc.
Organization Address: 16538 Clear Creek Rd.,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: chase@precastunlimited.com
Organization Phone: 1 (530) 243-6477
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
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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Capped in accordance with?
|
ASTM C1231 - Unbonded Elastomeric Pad Cap
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|
Apparent mass of submerged cylinder 1
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8.5 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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12.56 in^2
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Cross sectional area of cylinder 2
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12.56 in^2
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Cross sectional area of cylinder 3
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12.56 in^2
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Compressive strength (to nearest 10 psi)
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4600 psi
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Maximum load on cylinder 1
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63540 lb
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Maximum load on cylinder 2
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58450 lb
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Maximum load on cylinder 3
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51350 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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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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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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