Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215620 DEA: 01436404 EFIS: 0100000193
QA Service Level: 1
DIST-CO-RTE-PM: 01-DN-101-35.8/36.5
Work Description: Dr. Fine Bridge Replacement
Location Description: DR. FINE BRIDGE REPLACEMENT FROM LAKE EARL DR TO S FRED D. HAIGHT DR ON HWY 101 ACROSS SMITH RIVER.
Contractor Name: MCM Construction
Contractor Address: PO Box 620, North Highlands, Ca 95660
Resident Engineer: Clayton Malmberg Structure Rep.: Brian Cinkutis
DIME Sample ID: 2024-11-12-4
TL Number from the TL Form:
Sample Submitted By Organization: CT SC - 3667 - Crescent City
Sample Organization Contact: (707) 498-3018
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 11/12/2024
Date that the sample was received by the laboratory/organization performing the testing: 11/15/2024
The quantity of what the sample constitutes: 324cy
A brief description of the sample: Concrete
From where was the sample collected: Job Site
Laboratory sample identification: C0363
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Tide Water
The concrete mix design number: FR 3/8s CIDH
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 60696
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: From mix truck
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2024-11-12-4-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 11/19/2024
Date Tested: 11/19/2024
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 11/19/24
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?
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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
|
4.00 in
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|
Cross sectional area of cylinder 1
|
12.57 in^2
|
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Cross sectional area of cylinder 2
|
12.57 in^2
|
|
Cross sectional area of cylinder 3
|
12.57 in^2
|
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Compressive strength (to nearest 10 psi)
|
4430 psi
|
|
Maximum load on cylinder 1
|
55860 lb
|
|
Maximum load on cylinder 2
|
54400 lb
|
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Maximum load on cylinder 3
|
56760 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
|
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Type of fracture pattern of cylinder 3
|
4
|
|
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
|
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
|
7 days
|
|
Age of specimen in hours
|
no data0 hours
|
DIME Test ID: 2024-11-12-4-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 12/10/2024
Date Tested: 12/10/2024
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 12/10/24
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)
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7000 psi
|
|
Maximum load on cylinder 1
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88260 lb
|
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Maximum load on cylinder 2
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88540 lb
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Maximum load on cylinder 3
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87220 lb
|
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Type of fracture pattern of cylinder 1
|
2
|
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Type of fracture pattern of cylinder 2
|
2
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Type of fracture pattern of cylinder 3
|
2
|
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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
|
1
|
|
Correction factor for cylinder 2
|
1
|
|
Correction factor for cylinder 3
|
1
|
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Age of specimen
|
28 days
|
|
Age of specimen in hours
|
no data0 hours
|
