Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215741 DEA: 01366004 EFIS: 0100000127
QA Service Level: 1
DIST-CO-RTE-PM: 01-HUM-101-80.0/84.0
Work Description: Indianola Cutoff UC
Location Description: HUMBOLDT COUNTY NEAR EUREKA FROM EUREKA SLOUGH BRIDGE TO BAYSIDE CUTOFF
Contractor Name: Granite Construction Company
Contractor Address: 1324 S. State Street, Ukiah, CA 95482
Resident Engineer: Efren Banuelos Structure Rep.: Adlai Evans
DIME Sample ID: 2025-04-15-8
TL Number from the TL Form:
Sample Submitted By Organization: CT D01 - Boyd Road Field Laboratory
Sample Organization Contact: (707) 496-0974
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 04/15/2025
Date that the sample was received by the laboratory/organization performing the testing: 04/16/2025
The quantity of what the sample constitutes: 480 CY
A brief description of the sample: Fiber deck mix
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier: 04-0314 (Indianola Cutoff UC)
Structure name: Indianola Cutoff UC
The fabricator/manufacturer/facility name: Eureka Ready mix
The concrete mix design number: E750FBR
The truck number from where the sample was collected: 85
The batch plant ticket number from where the sample was collected: 41675
Concrete batch plant: Arcata ERM plant
The fabricator/manufacturer designation for the sample: Load 6
A detailed description of where the material sample was collected: Shoveled from back of concrete truck.
Where the material sample would have been placed if not sampled: In the bridge deck.
From Lot No.:
Bag Lot No.:
DIME Test ID: 2025-04-15-8-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 04/25/2025
Date Tested: 04/25/2025
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 4/25/25
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
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|
Cross sectional area of cylinder 1
|
12.57 in^2
|
|
Cross sectional area of cylinder 2
|
12.57 in^2
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|
Cross sectional area of cylinder 3
|
12.57 in^2
|
|
Compressive strength (to nearest 10 psi)
|
5380 psi
|
|
Maximum load on cylinder 1
|
69650 lb
|
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Maximum load on cylinder 2
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71030 lb
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Maximum load on cylinder 3
|
62300 lb
|
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Type of fracture pattern of cylinder 1
|
1
|
|
Type of fracture pattern of cylinder 2
|
2
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Type of fracture pattern of cylinder 3
|
5
|
|
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
|
|
Correction factor for cylinder 2
|
1
|
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Correction factor for cylinder 3
|
1
|
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Age of specimen
|
10 days
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|
Age of specimen in hours
|
no data0 hours
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DIME Test ID: 2025-04-15-8-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 05/13/2025
Date Tested: 05/13/2025
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 5/13/25
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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6130 psi
|
|
Maximum load on cylinder 1
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78641 lb
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Maximum load on cylinder 2
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73253 lb
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Maximum load on cylinder 3
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79424 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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2
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Type of fracture pattern of cylinder 3
|
1
|
|
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
|
