Sample Record for 2024-01-11-28
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 994856 DEA: 010H5604 EFIS: 0117000236
QA Service Level: 1
DIST-CO-RTE-PM: 01-HUM-299-0.0/R5.7
Work Description: PLACE RHMA, REPLACE ASPHALT CONCRETE, AND CONCRETE BARRIER TRANSITION.
Location Description: HUMBOLDT COUNTY IN AND NEAR ARCATA FROM ROUTE 299/101 SEPARATION TO 0.2 MILE EAST OF BLUE LAKE UNDERCROSSING
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 215 I STREET, EUREKA, CA 95501
Resident Engineer: Robin Collins Structure Rep.: Jarred Burrows
Sample Information
DIME Sample ID: 2024-01-11-28
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: 01/11/2024
Date that the sample was received by the laboratory/organization performing the testing: 01/12/2024
The quantity of what the sample constitutes: 7 CY
A brief description of the sample: Ready Mix Concrete
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name: Essex UC
The fabricator/manufacturer/facility name: Mercer Fraser - Fortuna
Material Information
The concrete mix design number: MF CL 1 .45 SLAG
The truck number from where the sample was collected: 697
The batch plant ticket number from where the sample was collected: 51288
Concrete batch plant: 17
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: ready mix truck
Where the material sample would have been placed if not sampled: Concrete barrier transition
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 4
DIME Test ID: 2024-01-11-28-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 01/18/2024
Date Tested: 01/18/2024
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: 7 day Break 1/18/24
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
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With no density determined
|
|
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
|
4.00 in
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Average diameter of cylinder 3
|
4.00 in
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Cross sectional area of cylinder 1
|
12.6 in^2
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Cross sectional area of cylinder 2
|
12.6 in^2
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|
Cross sectional area of cylinder 3
|
12.6 in^2
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Compressive strength (to nearest 10 psi)
|
5350 psi
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Maximum load on cylinder 1
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65900 lb
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Maximum load on cylinder 2
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67000 lb
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Maximum load on cylinder 3
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68760 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
|
5
|
|
Type of fracture pattern of cylinder 3
|
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
|
1
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Correction factor for cylinder 3
|
1
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Age of specimen
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7 days
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Age of specimen in hours
|
no data0 hours
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Test 2 of 4
DIME Test ID: 2024-01-11-28-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 01/21/2024
Date Tested: 01/21/2024
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 1/21/24
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
|
12.57 in^2
|
|
Cross sectional area of cylinder 2
|
12.57 in^2
|
|
Cross sectional area of cylinder 3
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12.57 in^2
|
|
Compressive strength (to nearest 10 psi)
|
5620 psi
|
|
Maximum load on cylinder 1
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72030 lb
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Maximum load on cylinder 2
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70970 lb
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Maximum load on cylinder 3
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68870 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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4
|
|
Type of fracture pattern of cylinder 3
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5
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
|
Correction factor for cylinder 1
|
1
|
|
Correction factor for cylinder 2
|
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 3 of 4
DIME Test ID: 2024-01-11-28-3
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 02/09/2024
Date Tested: 02/08/2024
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 02/08/24
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
|
12.57 in^2
|
|
Cross sectional area of cylinder 2
|
12.57 in^2
|
|
Cross sectional area of cylinder 3
|
12.57 in^2
|
|
Compressive strength (to nearest 10 psi)
|
6360 psi
|
|
Maximum load on cylinder 1
|
73360 lb
|
|
Maximum load on cylinder 2
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81620 lb
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Maximum load on cylinder 3
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84850 lb
|
|
Type of fracture pattern of cylinder 1
|
5
|
|
Type of fracture pattern of cylinder 2
|
5
|
|
Type of fracture pattern of cylinder 3
|
4
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
|
Correction factor for cylinder 1
|
1
|
|
Correction factor for cylinder 2
|
1
|
|
Correction factor for cylinder 3
|
1
|
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Age of specimen
|
28 days
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Age of specimen in hours
|
no data0 hours
|
Test 4 of 4
DIME Test ID: 2024-01-11-28-4
Test Method: ASTM C143-20: Standard Test Method for Slump of Hydraulic-Cement Concrete
Verified Date: 01/12/2024
Date Tested: 01/11/2024
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:
