Sample Record for 2024-03-07-8
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 994532 DEA: 010E8904 EFIS: 0115000043
QA Service Level: 1
DIST-CO-RTE-PM: 01-HUM, -101,299-88.3,0.0
Work Description: Arcata 101 Merge Improvements
Location Description: HUMBOLDT COUNTY IN ARCATA AT ROUTE 299/101 SEPARATION
Contractor Name: SHASTA SERVICES, INC. DBA TIMBERWORKS
Contractor Address: 509 S. Mt. Shasta Blvd., Mt. Shasta, CA 96067
Resident Engineer: Ryan Dunne Structure Rep.: Adlai Evans
Sample Information
DIME Sample ID: 2024-03-07-8
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: Department Acceptance
Type of Material: Concrete
Sample Taken Date: 03/07/2024
Date that the sample was received by the laboratory/organization performing the testing: 03/08/2024
The quantity of what the sample constitutes: 3 4x8 concrete cylinders
A brief description of the sample: Type II/V Portland Cement
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier: 12-04E0047
Structure name:
The fabricator/manufacturer/facility name: Eureka Ready mix
Material Information
The concrete mix design number: E350F
The truck number from where the sample was collected: 84
The batch plant ticket number from where the sample was collected: 34635
Concrete batch plant: Arcata Eureka Ready Mix
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Chute from truck
Where the material sample would have been placed if not sampled: Barrier slab
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 3
DIME Test ID: 2024-03-07-8-1
Test Method: CTM 556-January 2018: Method of Test for Slump of Fresh Portland Cement Concrete
Verified Date: 03/08/2024
Date Tested: 03/07/2024
Submitted By Organization: CT D01 - Boyd Road 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:
Test 2 of 3
DIME Test ID: 2024-03-07-8-2
Test Method: CTM 557-June 2020: Method of Test for Temperature of Freshly Mixed Hydraulic Cement Concrete
Verified Date: 03/08/2024
Date Tested: 03/07/2024
Submitted By Organization: CT D01 - Boyd Road 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:
Test 3 of 3
DIME Test ID: 2024-03-07-8-3
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 04/04/2024
Date Tested: 04/04/2024
Submitted By Organization: CT D01 - District 1 Materials 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: 4/4/24 28 Day Break
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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5230 psi
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Maximum load on cylinder 1
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62470 lb
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Maximum load on cylinder 2
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68400 lb
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Maximum load on cylinder 3
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66480 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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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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0 hours
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