Sample Record for 2024-11-15-6
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 995028 DEA: 010H4314 EFIS: 0117000214
QA Service Level: 1
DIST-CO-RTE-PM: 01-HUM-299-R11.0/R11.4
Work Description: Project Name: Korbel Wall (Description of Work: CONSTRUCT RETAINING WALL, RECONSTRUCT ROADWAY, & REPLACE CULVERT)
Location Description: HUMBOLDT COUNTY ABOUT 6 MILES EAST OF BLUE LAKE FROM NORTH FORK MAD RIVER BRIDGE TO 0.4 MILE EAST OF NORTH FORK MAD RIVER BRIDGE
Contractor Name: MCCULLOUGH CONSTRUCTION INC
Contractor Address: 57 Aldergrove Road, Arcata, CA 95521
Resident Engineer: Brenda Howell Structure Rep.: Dustin Helliwell
Sample Information
DIME Sample ID: 2024-11-15-6
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: Acceptance
Type of Material: Concrete
Sample Taken Date: 11/15/2024
Date that the sample was received by the laboratory/organization performing the testing: 11/16/2024
The quantity of what the sample constitutes: 40 CY
A brief description of the sample: Type II-V Cement
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier: 12-0E0058
Structure name: Korbel Wall
The fabricator/manufacturer/facility name: Eureka Ready mix
Material Information
The concrete mix design number: E400F
The truck number from where the sample was collected: Load 1 Truck 95
The batch plant ticket number from where the sample was collected: 40249
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: Concrete Truck Chute
Where the material sample would have been placed if not sampled: Waler 5
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 5
DIME Test ID: 2024-11-15-6-1
Test Method: CTM 557-July 2012: Method of Test for Temperature of Freshly Mixed Portland Cement Concrete
Verified Date: 11/16/2024
Date Tested: 11/16/2024
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:
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Temperature of the freshly mixed concrete
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61 F
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Test 2 of 5
DIME Test ID: 2024-11-15-6-2
Test Method: CTM 556-January 2018: Method of Test for Slump of Fresh Portland Cement Concrete
Verified Date: 11/16/2024
Date Tested: 11/16/2024
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 3 of 5
DIME Test ID: 2024-11-15-6-3
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 11/18/2024
Date Tested: 11/18/2024
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: 3 Day Break 11/18/24
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?
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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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2060 psi
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Maximum load on cylinder 1
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25460 lb
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Maximum load on cylinder 2
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26620 lb
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Maximum load on cylinder 3
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25630 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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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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3 days
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Age of specimen in hours
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no data0 hours
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Test 4 of 5
DIME Test ID: 2024-11-15-6-4
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 11/25/2024
Date Tested: 11/25/2024
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: 10 Day Break 11/25/24
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
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4.00 in
|
|
Average diameter of cylinder 2
|
4.00 in
|
|
Average diameter of cylinder 3
|
4.00 in
|
|
Cross sectional area of cylinder 1
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12.57 in^2
|
|
Cross sectional area of cylinder 2
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12.57 in^2
|
|
Cross sectional area of cylinder 3
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12.57 in^2
|
|
Compressive strength (to nearest 10 psi)
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3560 psi
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Maximum load on cylinder 1
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45250 lb
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Maximum load on cylinder 2
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45710 lb
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Maximum load on cylinder 3
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43460 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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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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10 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: 2024-11-15-6-5
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 12/13/2024
Date Tested: 12/13/2024
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: 28 Day Break 12/13/24
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
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
|
|
Average diameter of cylinder 3
|
4.00 in
|
|
Cross sectional area of cylinder 1
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12.57 in^2
|
|
Cross sectional area of cylinder 2
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12.57 in^2
|
|
Cross sectional area of cylinder 3
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12.57 in^2
|
|
Compressive strength (to nearest 10 psi)
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4970 psi
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Maximum load on cylinder 1
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62120 lb
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Maximum load on cylinder 2
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64580 lb
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Maximum load on cylinder 3
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60880 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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3
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Comment on any defect in either specimen or caps (Max 250 Characters)
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no data
|
|
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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