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: 2024-12-20-30
TL Number from the TL Form:
Sample Submitted By Organization: SHN Engineers & Geologists, Incorporated
Sample Organization Contact: (707) 441-8855
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 12/20/2024
Date that the sample was received by the laboratory/organization performing the testing: 12/21/2024
The quantity of what the sample constitutes: 130 CY
A brief description of the sample: PCC
From where was the sample collected: Job Site
Laboratory sample identification: C9671
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Eureka Ready Mix
The concrete mix design number: E675SR
The truck number from where the sample was collected: 78
The batch plant ticket number from where the sample was collected: 40623
Concrete batch plant: Eureka Ready Mix
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: sample from truck into wheelbarrow
Where the material sample would have been placed if not sampled: Abutment 1 footing
From Lot No.:
Bag Lot No.:
DIME Test ID: 2024-12-20-30-1
Test Method: ASTM C231-17a: Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method
Verified Date: 01/16/2025
Date Tested: 12/20/2024
Submitted By Organization: SHN Engineers & Geologists, Incorporated
Organization Address: 812 West Wabash Avenue,
Organization City: Eureka
Organization State: CA
Organization Zipcode: 95501
Organization Email: dgonzales@shn-engr.com
Organization Phone: (707) 441-8855
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
DIME Test ID: 2024-12-20-30-2
Test Method: ASTM C1064-17: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
Verified Date: 01/16/2025
Date Tested: 12/20/2024
Submitted By Organization: SHN Engineers & Geologists, Incorporated
Organization Address: 812 West Wabash Avenue,
Organization City: Eureka
Organization State: CA
Organization Zipcode: 95501
Organization Email: dgonzales@shn-engr.com
Organization Phone: (707) 441-8855
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
DIME Test ID: 2024-12-20-30-3
Test Method: ASTM C143-20: Standard Test Method for Slump of Hydraulic-Cement Concrete
Verified Date: 01/16/2025
Date Tested: 12/20/2024
Submitted By Organization: SHN Engineers & Geologists, Incorporated
Organization Address: 812 West Wabash Avenue,
Organization City: Eureka
Organization State: CA
Organization Zipcode: 95501
Organization Email: dgonzales@shn-engr.com
Organization Phone: (707) 441-8855
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
DIME Test ID: 2024-12-20-30-4
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 01/16/2025
Date Tested: 12/27/2024
Submitted By Organization: SHN Engineers & Geologists, Incorporated
Organization Address: 812 West Wabash Avenue,
Organization City: Eureka
Organization State: CA
Organization Zipcode: 95501
Organization Email: dgonzales@shn-engr.com
Organization Phone: (707) 441-8855
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
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Unit system used?
|
US Units
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|
Number of specimens
|
1
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|
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
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4.00 in
|
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Compressive strength of cylinder (to nearest 10 psi)
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4550 psi
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Maximum load on cylinder 1
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57180 lb
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Type of fracture pattern of cylinder 1
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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
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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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DIME Test ID: 2024-12-20-30-5
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 01/29/2025
Date Tested: 01/17/2025
Submitted By Organization: SHN Engineers & Geologists, Incorporated
Organization Address: 812 West Wabash Avenue,
Organization City: Eureka
Organization State: CA
Organization Zipcode: 95501
Organization Email: dgonzales@shn-engr.com
Organization Phone: (707) 441-8855
General Comments for this Test:
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
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4.00 in
|
|
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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6230 psi
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Maximum load on cylinder 1
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80060 lb
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Maximum load on cylinder 2
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78000 lb
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Maximum load on cylinder 3
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76660 lb
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Type of fracture pattern of cylinder 1
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3
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Type of fracture pattern of cylinder 2
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3
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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
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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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