Sample Record for 2024-05-24-66
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: 2024-05-24-66
TL Number from the TL Form:
Sample Submitted By Organization: SHN Engineers & Geologists, Incorporated
Sample Organization Contact: (707) 441-8855
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 05/24/2024
Date that the sample was received by the laboratory/organization performing the testing: 05/25/2024
The quantity of what the sample constitutes: 60 CY
A brief description of the sample: PCC
From where was the sample collected: Job Site
Laboratory sample identification: C9189
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Eureka Ready Mix
Material Information
The concrete mix design number: E400FA
The truck number from where the sample was collected: 84
The batch plant ticket number from where the sample was collected: 36025
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: sampled from revolving drum truck into a wheelbarrow
Where the material sample would have been placed if not sampled: Lower Waler
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 6
DIME Test ID: 2024-05-24-66-1
Test Method: ASTM C231-17a: Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method
Verified Date: 07/18/2024
Date Tested: 05/24/2024
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:
Test 2 of 6
DIME Test ID: 2024-05-24-66-2
Test Method: ASTM C1064-17: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
Verified Date: 07/18/2024
Date Tested: 05/24/2024
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:
Test 3 of 6
DIME Test ID: 2024-05-24-66-3
Test Method: ASTM C138-17a: Standard Test Method for Density (Unit Weight), Yield, and Air Content (Gravimetric) of Concrete
Verified Date: 07/18/2024
Date Tested: 05/24/2024
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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Identification of concrete represented by the sample
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E400FA
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Volume of the measure
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0.249 ft^3
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Density of concrete
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148.2 lb/ft^3
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Yield of concrete
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no data
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Relative yield of the batch
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no data
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Cement content
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no data
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Air content
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no data
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Test 4 of 6
DIME Test ID: 2024-05-24-66-4
Test Method: ASTM C143-20: Standard Test Method for Slump of Hydraulic-Cement Concrete
Verified Date: 07/18/2024
Date Tested: 05/24/2024
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:
Test 5 of 6
DIME Test ID: 2024-05-24-66-5
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 07/18/2024
Date Tested: 05/31/2024
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?
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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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4490 psi
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Maximum load on cylinder 1
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46320 lb
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Maximum load on cylinder 2
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47400 lb
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Maximum load on cylinder 3
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47260 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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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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7 days
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Age of specimen in hours
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no data0 hours
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Test 6 of 6
DIME Test ID: 2024-05-24-66-6
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 07/18/2024
Date Tested: 06/21/2024
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:
|
Unit system used?
|
US Units
|
|
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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5210 psi
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Maximum load on cylinder 1
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63260 lb
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Maximum load on cylinder 2
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68500 lb
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Maximum load on cylinder 3
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64600 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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28 days
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Age of specimen in hours
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no data0 hours
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