Sample Record for 2026-08-18-32
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1001985 DEA: 010L9904 EFIS: 0122000073
QA Service Level: 1
DIST-CO-RTE-PM: 01-DN-199-T0.6/0.8
Work Description: DN 199 Construct Roundabout
Location Description:
Contractor Name: S.T. Rhoades Construction
Contractor Address: 8780 Old Oregon Trail, Redding, CA 96001
Resident Engineer: Ryan Dunne Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2026-08-18-32
TL Number from the TL Form:
Sample Submitted By Organization: CT D01 - District 1 Materials Laboratory
Sample Organization Contact: (707) 496-0974
Type of Sample: Preliminary
Type of Material: Concrete
Sample Taken Date: 08/18/2026
Date that the sample was received by the laboratory/organization performing the testing: 08/19/2026
The quantity of what the sample constitutes: Concrete Field Qualification
A brief description of the sample: PCC for CRPC
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Tidewater Stary Pit
Material Information
The concrete mix design number: TWC-CT675PAV
The truck number from where the sample was collected: 121
The batch plant ticket number from where the sample was collected: 4115
Concrete batch plant: Tidewater Stary Pit
The fabricator/manufacturer designation for the sample: Qualification
A detailed description of where the material sample was collected: Concrete Chute
Where the material sample would have been placed if not sampled: N/A
From Lot No.:
Bag Lot No.:
Test Results
Test
DIME Test ID: 2026-08-18-32-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 08/21/2026
Date Tested: 08/21/2026
Submitted By Organization: CT D01 - District 1 Materials Laboratory
Organization Address: 1050 River Ranch Road,
Organization City: Fortuna
Organization State: California
Organization Zipcode: 95540
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 496-0974
General Comments for this Test: 8/21/26 3 day Break
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
|
US Units
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Number of specimens
|
3
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Test performed
|
With no density determined
|
|
Capped in accordance with?
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ASTM C1231 - Unbonded Elastomeric Pad Cap
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Average diameter of cylinder 1
|
4.00 in
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Average diameter of cylinder 2
|
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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no data0 in^2
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|
Cross sectional area of cylinder 2
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no data0 in^2
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|
Cross sectional area of cylinder 3
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no data0 in^2
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Compressive strength (to nearest 10 psi)
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no data0 psi
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Maximum load on cylinder 1
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20838 lb
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Maximum load on cylinder 2
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21373 lb
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Maximum load on cylinder 3
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22339 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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3 days
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Age of specimen in hours
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no data0 hours
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Test
DIME Test ID: 2026-08-18-32-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Submitted By Organization: CT D01 - District 1 Materials Laboratory
Organization Address: 1050 River Ranch Road,RSP #1
Organization City: Fortuna
Organization State: California
Organization Zipcode: 95540
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 496-0974
This test has been superseded on 08/25/2026. The corrected test ID is: 2026-08-18-32-5
Reason: corrected
Test
DIME Test ID: 2026-08-18-32-4
Test Method: CTM 504-June 2010: Method of Test for Determining Air Content of Freshly Mixed Concrete by the Pressure Method
Verified Date: 08/20/2026
Date Tested: 08/18/2026
Submitted By Organization: CT D01 - District 1 Materials Laboratory
Organization Address: 1050 River Ranch Road,
Organization City: Fortuna
Organization State: California
Organization Zipcode: 95540
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 496-0974
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Test
DIME Test ID: 2026-08-18-32-5
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 08/25/2026
Date Tested: 08/24/2026
Submitted By Organization: CT D01 - District 1 Materials Laboratory
Organization Address: 1050 River Ranch Road,
Organization City: Fortuna
Organization State: California
Organization Zipcode: 95540
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 496-0974
General Comments for this Test: 8/24/26 6 Day Break
The test was superseded from test ID: 2026-08-18-32-2
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
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3
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C1231 - Unbonded Elastomeric Pad Cap
|
|
Average diameter of cylinder 1
|
4.00 in
|
|
Average diameter of cylinder 2
|
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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2400 psi
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Maximum load on cylinder 1
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30305 lb
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Maximum load on cylinder 2
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29579 lb
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Maximum load on cylinder 3
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30624 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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6 days
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Age of specimen in hours
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no data0 hours
|
