Sample Record for 2023-09-29-52
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
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
Sample Information
DIME Sample ID: 2023-09-29-52
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: 09/29/2023
Date that the sample was received by the laboratory/organization performing the testing: 09/30/2023
The quantity of what the sample constitutes: 60 cy
A brief description of the sample: 4x8 cylinders
From where was the sample collected: Job Site
Laboratory sample identification: C8937
Structure unique identifier:
Structure name: Hwy 299 Soldier Pile Wall
The fabricator/manufacturer/facility name: Eureka Ready mix
Material Information
The concrete mix design number: E675WRF
The truck number from where the sample was collected: 282
The batch plant ticket number from where the sample was collected: 32477
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
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:
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 11
DIME Test ID: 2023-09-29-52-1
Test Method: ASTM C1064-17: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
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
This test has been superseded on 11/15/2023. The corrected test ID is: 2023-09-29-52-11
Reason: corrected
Test 2 of 11
DIME Test ID: 2023-09-29-52-2
Test Method: ASTM C231-17a: Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method
Verified Date: 11/08/2023
Date Tested: 09/29/2023
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 11
DIME Test ID: 2023-09-29-52-3
Test Method: ASTM C143-20: Standard Test Method for Slump of Hydraulic-Cement Concrete
Verified Date: 11/10/2023
Date Tested: 09/29/2023
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 4 of 11
DIME Test ID: 2023-09-29-52-4
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 11/08/2023
Date Tested: 10/06/2023
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
|
1
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C617 - Sulfur Mortar Cap
|
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Average diameter of cylinder 1
|
4.00 in
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|
Compressive strength of cylinder (to nearest 10 psi)
|
2910 psi
|
|
Maximum load on cylinder 1
|
36500 lb
|
|
Type of fracture pattern of cylinder 1
|
2
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
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|
Correction factor for cylinder 1
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1
|
|
Age of specimen
|
7 days
|
|
Age of specimen in hours
|
no data0 hours
|
Test 5 of 11
DIME Test ID: 2023-09-29-52-5
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 11/08/2023
Date Tested: 10/06/2023
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
|
1
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C1231 - Unbonded Elastomeric Pad Cap
|
|
Average diameter of cylinder 1
|
4.00 in
|
|
Compressive strength of cylinder (to nearest 10 psi)
|
3350 psi
|
|
Maximum load on cylinder 1
|
42040 lb
|
|
Type of fracture pattern of cylinder 1
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2
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
|
Correction factor for cylinder 1
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1
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Age of specimen
|
7 days
|
|
Age of specimen in hours
|
no data0 hours
|
Test 6 of 11
DIME Test ID: 2023-09-29-52-6
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 11/08/2023
Date Tested: 10/06/2023
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
|
1
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C1231 - Unbonded Elastomeric Pad Cap
|
|
Average diameter of cylinder 1
|
4.00 in
|
|
Compressive strength of cylinder (to nearest 10 psi)
|
3320 psi
|
|
Maximum load on cylinder 1
|
41720 lb
|
|
Type of fracture pattern of cylinder 1
|
2
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
|
Correction factor for cylinder 1
|
1
|
|
Age of specimen
|
7 days
|
|
Age of specimen in hours
|
no data0 hours
|
Test 7 of 11
DIME Test ID: 2023-09-29-52-7
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 11/08/2023
Date Tested: 10/27/2023
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
|
1
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C1231 - Unbonded Elastomeric Pad Cap
|
|
Average diameter of cylinder 1
|
4.00 in
|
|
Compressive strength of cylinder (to nearest 10 psi)
|
4580 psi
|
|
Maximum load on cylinder 1
|
57540 lb
|
|
Type of fracture pattern of cylinder 1
|
2
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
|
Correction factor for cylinder 1
|
1
|
|
Age of specimen
|
28 days
|
|
Age of specimen in hours
|
no data0 hours
|
Test 8 of 11
DIME Test ID: 2023-09-29-52-8
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 11/08/2023
Date Tested: 10/27/2023
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
|
1
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C1231 - Unbonded Elastomeric Pad Cap
|
|
Average diameter of cylinder 1
|
4.00 in
|
|
Compressive strength of cylinder (to nearest 10 psi)
|
4740 psi
|
|
Maximum load on cylinder 1
|
59580 lb
|
|
Type of fracture pattern of cylinder 1
|
2
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
|
Correction factor for cylinder 1
|
1
|
|
Age of specimen
|
28 days
|
|
Age of specimen in hours
|
no data0 hours
|
Test 9 of 11
DIME Test ID: 2023-09-29-52-9
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 11/08/2023
Date Tested: 10/27/2023
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
|
1
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C1231 - Unbonded Elastomeric Pad Cap
|
|
Average diameter of cylinder 1
|
4.00 in
|
|
Compressive strength of cylinder (to nearest 10 psi)
|
4310 psi
|
|
Maximum load on cylinder 1
|
54180 lb
|
|
Type of fracture pattern of cylinder 1
|
2
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
|
Correction factor for cylinder 1
|
1
|
|
Age of specimen
|
28 days
|
|
Age of specimen in hours
|
no data0 hours
|
Test 10 of 11
DIME Test ID: 2023-09-29-52-10
Test Method: ASTM C138-17a: Standard Test Method for Density (Unit Weight), Yield, and Air Content (Gravimetric) of Concrete
Verified Date: 11/10/2023
Date Tested: 09/29/2023
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:
|
Identification of concrete represented by the sample
|
E675WRF
|
|
Volume of the measure
|
0.248 ft^3
|
|
Density of concrete
|
145 lb/ft^3
|
|
Yield of concrete
|
no data
|
|
Relative yield of the batch
|
no data
|
|
Cement content
|
no data
|
|
Air content
|
4.5 %
|
Test 11 of 11
DIME Test ID: 2023-09-29-52-11
Test Method: ASTM C1064-17: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
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
Data has not been verified.
