Sample Record for 2024-01-15-7
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 994116 DEA: 010J4104 EFIS: 0119000025
QA Service Level: 1
DIST-CO-RTE-PM: 01-HUM-299-30.7/33.4
Work Description: Project Name: HUM-299 Curve Improvement
Location Description: HUMBOLDT COUNTY NEAR WILLOW CREEK FROM 0.1 MILE EAST OF CEDAR CREEK ROAD TO 0.1 MILE EAST OF EAST FORK WILLOW CREEK BRIDGE
Contractor Name: McCullough Construction Inc.
Contractor Address: 57 Alder Grove Road, Arcata, CA 95521
Resident Engineer: Ethan Retherford Structure Rep.: Laura Cangas
Sample Information
DIME Sample ID: 2024-01-15-7
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: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 01/15/2024
Date that the sample was received by the laboratory/organization performing the testing: 01/17/2024
The quantity of what the sample constitutes: 3 4x8 concrete cylinders
A brief description of the sample: TYPE II/V CEMENT
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier: 12-04E0054
Structure name: RW B2
The fabricator/manufacturer/facility name: Eureka Ready Mix
Material Information
The concrete mix design number: E675WRF
The truck number from where the sample was collected: 84
The batch plant ticket number from where the sample was collected: 34121
Concrete batch plant: Arcata Eureka Ready Mix
The fabricator/manufacturer designation for the sample: Batch
A detailed description of where the material sample was collected: CHUTE FROM TRUCK
Where the material sample would have been placed if not sampled: RW B2 Waler 1
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 5
DIME Test ID: 2024-01-15-7-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 01/22/2024
Date Tested: 01/22/2024
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: Lab cured cylinders 1 7 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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1
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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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Compressive strength of cylinder (to nearest 10 psi)
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2600 psi
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Maximum load on cylinder 1
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32660 lb
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Type of fracture pattern of cylinder 1
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6
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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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Age of specimen
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7 days
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Age of specimen in hours
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no data0 hours
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Test 2 of 5
DIME Test ID: 2024-01-15-7-2
Test Method: ASTM C1064-17: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
Verified Date: 01/22/2024
Date Tested: 01/15/2024
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: Ambient T = 43 degrees
Test Result Compliance: complies
Additional Comments When Verified:
Test 3 of 5
DIME Test ID: 2024-01-15-7-3
Test Method: ASTM C143-20: Standard Test Method for Slump of Hydraulic-Cement Concrete
Verified Date: 01/22/2024
Date Tested: 01/15/2024
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:
Test Result Compliance: complies
Additional Comments When Verified:
Test 4 of 5
DIME Test ID: 2024-01-15-7-4
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 02/12/2024
Date Tested: 02/12/2024
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: 3 @ 28 day. 2/12/24
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?
|
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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3780 psi
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Maximum load on cylinder 1
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44780 lb
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Maximum load on cylinder 2
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48880 lb
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Maximum load on cylinder 3
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48930 lb
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Type of fracture pattern of cylinder 1
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5
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Type of fracture pattern of cylinder 2
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5
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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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Test 5 of 5
DIME Test ID: 2024-01-15-7-5
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 02/26/2024
Date Tested: 02/26/2024
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: 2 @ 42 Day. 2/26/24
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?
|
ASTM C1231 - Unbonded Elastomeric Pad Cap
|
|
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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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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Compressive strength (to nearest 10 psi)
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4390 psi
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Maximum load on cylinder 1
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56240 lb
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Maximum load on cylinder 2
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54010 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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42 days
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Age of specimen in hours
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no data0 hours
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