Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994116 DEA: 010J4104 EFIS: 0119000025
QA Service Level: 1
DIST-CO-RTE-PM: 01-HUM-299-30.7/33.4
Work Description: Project Name: HUM-299 Curve Improvement
Location Description: HUMBOLDT COUNTY NEAR WILLOW CREEK FROM 0.1 MILE EAST OF CEDAR CREEK ROAD TO 0.1 MILE EAST OF EAST FORK WILLOW CREEK BRIDGE
Contractor Name: McCullough Construction Inc.
Contractor Address: 57 Alder Grove Road, Arcata, CA 95521
Resident Engineer: Ethan Retherford Structure Rep.: Laura Cangas
DIME Sample ID: 2024-03-30-1
TL Number from the TL Form:
Sample Submitted By Organization: SHN Engineers & Geologists, Inc.
Sample Organization Contact: (707) 441-8855
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 03/30/2024
Date that the sample was received by the laboratory/organization performing the testing: 03/31/2024
The quantity of what the sample constitutes: 150 Cy
A brief description of the sample: E675WRF
From where was the sample collected: Job Site
Laboratory sample identification: C9134
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Eureka Ready Mix Alton
The concrete mix design number: E675WRF
The truck number from where the sample was collected: 94
The batch plant ticket number from where the sample was collected: 35021
Concrete batch plant:
The fabricator/manufacturer designation for the sample: Mix
A detailed description of where the material sample was collected: Concrete sample from wheelbarrow
Where the material sample would have been placed if not sampled: Slab
From Lot No.:
Bag Lot No.:
DIME Test ID: 2024-03-30-1-1
Test Method: ASTM C231-17a: Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method
Verified Date: 04/12/2024
Date Tested: 03/30/2024
Submitted By Organization: SHN Engineers & Geologists, Inc.
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: 2024-03-30-1-2
Test Method: ASTM C1064-17: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
Verified Date: 04/12/2024
Date Tested: 03/30/2024
Submitted By Organization: SHN Engineers & Geologists, Inc.
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: 2024-03-30-1-3
Test Method: ASTM C143-20: Standard Test Method for Slump of Hydraulic-Cement Concrete
Verified Date: 04/12/2024
Date Tested: 03/30/2024
Submitted By Organization: SHN Engineers & Geologists, Inc.
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: 2024-03-30-1-4
Test Method: ASTM C138-17a: Standard Test Method for Density (Unit Weight), Yield, and Air Content (Gravimetric) of Concrete
Verified Date: 04/12/2024
Date Tested: 03/30/2024
Submitted By Organization: SHN Engineers & Geologists, Inc.
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:
|
Identification of concrete represented by the sample
|
E675WRF
|
|
Volume of the measure
|
0.249 ft^3
|
|
Density of concrete
|
141 lb/ft^3
|
|
Yield of concrete
|
no data
|
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Relative yield of the batch
|
no data
|
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Cement content
|
no data
|
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Air content
|
4.8 %
|
DIME Test ID: 2024-03-30-1-5
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 04/15/2024
Date Tested: 04/06/2024
Submitted By Organization: SHN Engineers & Geologists, Inc.
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: Performed ASTM C39
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
|
|
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)
|
2390 psi
|
|
Maximum load on cylinder 1
|
30040 lb
|
|
Maximum load on cylinder 2
|
30120 lb
|
|
Maximum load on cylinder 3
|
29860 lb
|
|
Type of fracture pattern of cylinder 1
|
5
|
|
Type of fracture pattern of cylinder 2
|
5
|
|
Type of fracture pattern of cylinder 3
|
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
|
|
Correction factor for cylinder 3
|
1
|
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Age of specimen
|
7 days
|
|
Age of specimen in hours
|
0 hours
|
DIME Test ID: 2024-03-30-1-6
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 05/16/2024
Date Tested: 04/27/2024
Submitted By Organization: SHN Engineers & Geologists, Inc.
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: Performed ASTM C39
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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3540 psi
|
|
Maximum load on cylinder 1
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44060 lb
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Maximum load on cylinder 2
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46900 lb
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Maximum load on cylinder 3
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42600 lb
|
|
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
|
3
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
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no data
|
|
Correction factor for cylinder 1
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1
|
|
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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28 days
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|
Age of specimen in hours
|
0 hours
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DIME Test ID: 2024-03-30-1-7
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 05/16/2024
Date Tested: 05/11/2024
Submitted By Organization: SHN Engineers & Geologists, Inc.
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: Performed ASTM C39
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)
|
3930 psi
|
|
Maximum load on cylinder 1
|
50060 lb
|
|
Maximum load on cylinder 2
|
46600 lb
|
|
Maximum load on cylinder 3
|
51540 lb
|
|
Type of fracture pattern of cylinder 1
|
2
|
|
Type of fracture pattern of cylinder 2
|
3
|
|
Type of fracture pattern of cylinder 3
|
3
|
|
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
|
|
Age of specimen
|
42 days
|
|
Age of specimen in hours
|
0 hours
|
