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: 2024-10-22-87
TL Number from the TL Form:
Sample Submitted By Organization: McCullough Construction Incorporated
Sample Organization Contact: (707) 825-1014
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 10/22/2024
Date that the sample was received by the laboratory/organization performing the testing: 10/22/2024
The quantity of what the sample constitutes: 360 cy
A brief description of the sample: 4x8 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: C9556
Structure unique identifier:
Structure name: Wall A Barrier Slab
The fabricator/manufacturer/facility name: Eureka Ready Mix
The concrete mix design number: E675WRF
The truck number from where the sample was collected: 77
The batch plant ticket number from where the sample was collected: 39676
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Concrete from wheelbarrow
Where the material sample would have been placed if not sampled: Wall A Barrier Slab
From Lot No.:
Bag Lot No.:
DIME Test ID: 2024-10-22-87-1
Test Method: ASTM C143-20: Standard Test Method for Slump of Hydraulic-Cement Concrete
Verified Date: 12/24/2024
Date Tested: 10/22/2024
Submitted By Organization: McCullough Construction Incorporated
Organization Address: 57 Aldergrove Road,
Organization City: Arcata
Organization State: CA
Organization Zipcode: 95521
Organization Email: reception@mcculloughconstructioninc.com
Organization Phone: (707) 825-1014
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
DIME Test ID: 2024-10-22-87-2
Test Method: ASTM C1064-17: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
Verified Date: 12/24/2024
Date Tested: 10/22/2024
Submitted By Organization: McCullough Construction Incorporated
Organization Address: 57 Aldergrove Road,
Organization City: Arcata
Organization State: CA
Organization Zipcode: 95521
Organization Email: reception@mcculloughconstructioninc.com
Organization Phone: (707) 825-1014
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
DIME Test ID: 2024-10-22-87-3
Test Method: ASTM C231-17a: Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method
Verified Date: 12/24/2024
Date Tested: 10/22/2024
Submitted By Organization: McCullough Construction Incorporated
Organization Address: 57 Aldergrove Road,
Organization City: Arcata
Organization State: CA
Organization Zipcode: 95521
Organization Email: reception@mcculloughconstructioninc.com
Organization Phone: (707) 825-1014
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
DIME Test ID: 2024-10-22-87-4
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 12/24/2024
Date Tested: 10/29/2024
Submitted By Organization: McCullough Construction Incorporated
Organization Address: 57 Aldergrove Road,
Organization City: Arcata
Organization State: CA
Organization Zipcode: 95521
Organization Email: reception@mcculloughconstructioninc.com
Organization Phone: (707) 825-1014
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
4
|
|
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
|
|
Average diameter of cylinder 4
|
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
|
|
Cross sectional area of cylinder 4
|
12.57 in^2
|
|
Compressive strength (to nearest 10 psi)
|
3160 psi
|
|
Maximum load on cylinder 1
|
36320 lb
|
|
Maximum load on cylinder 2
|
36980 lb
|
|
Maximum load on cylinder 3
|
44560 lb
|
|
Maximum load on cylinder 4
|
41300 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
|
|
Type of fracture pattern of cylinder 4
|
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
|
|
Correction factor for cylinder 4
|
1
|
|
Age of specimen
|
7 days
|
|
Age of specimen in hours
|
no data0 hours
|
DIME Test ID: 2024-10-22-87-5
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 12/24/2024
Date Tested: 11/19/2024
Submitted By Organization: McCullough Construction Incorporated
Organization Address: 57 Aldergrove Road,
Organization City: Arcata
Organization State: CA
Organization Zipcode: 95521
Organization Email: reception@mcculloughconstructioninc.com
Organization Phone: (707) 825-1014
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
|
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)
|
4300 psi
|
|
Maximum load on cylinder 1
|
54020 lb
|
|
Maximum load on cylinder 2
|
55560 lb
|
|
Maximum load on cylinder 3
|
52520 lb
|
|
Type of fracture pattern of cylinder 1
|
3
|
|
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
|
28 days
|
|
Age of specimen in hours
|
no data0 hours
|
DIME Test ID: 2024-10-22-87-6
Test Method: ASTM C143-20: Standard Test Method for Slump of Hydraulic-Cement Concrete
Verified Date: 12/24/2024
Date Tested: 10/22/2024
Submitted By Organization: McCullough Construction Incorporated
Organization Address: 57 Aldergrove Road,
Organization City: Arcata
Organization State: CA
Organization Zipcode: 95521
Organization Email: reception@mcculloughconstructioninc.com
Organization Phone: (707) 825-1014
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
DIME Test ID: 2024-10-22-87-7
Test Method: ASTM C1064-17: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
Verified Date: 12/24/2024
Date Tested: 10/22/2024
Submitted By Organization: McCullough Construction Incorporated
Organization Address: 57 Aldergrove Road,
Organization City: Arcata
Organization State: CA
Organization Zipcode: 95521
Organization Email: reception@mcculloughconstructioninc.com
Organization Phone: (707) 825-1014
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
DIME Test ID: 2024-10-22-87-8
Test Method: ASTM C231-10: Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method
Verified Date: 12/24/2024
Date Tested: 10/22/2024
Submitted By Organization: McCullough Construction Incorporated
Organization Address: 57 Aldergrove Road,
Organization City: Arcata
Organization State: CA
Organization Zipcode: 95521
Organization Email: reception@mcculloughconstructioninc.com
Organization Phone: (707) 825-1014
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
DIME Test ID: 2024-10-22-87-9
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 12/24/2024
Date Tested: 11/19/2024
Submitted By Organization: McCullough Construction Incorporated
Organization Address: 57 Aldergrove Road,
Organization City: Arcata
Organization State: CA
Organization Zipcode: 95521
Organization Email: reception@mcculloughconstructioninc.com
Organization Phone: (707) 825-1014
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
|
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)
|
4070 psi
|
|
Maximum load on cylinder 1
|
50820 lb
|
|
Maximum load on cylinder 2
|
50940 lb
|
|
Maximum load on cylinder 3
|
51860 lb
|
|
Type of fracture pattern of cylinder 1
|
6
|
|
Type of fracture pattern of cylinder 2
|
3
|
|
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
|
|
Age of specimen
|
28 days
|
|
Age of specimen in hours
|
no data0 hours
|
DIME Test ID: 2024-10-22-87-10
Test Method: ASTM C143-20: Standard Test Method for Slump of Hydraulic-Cement Concrete
Verified Date: 12/24/2024
Date Tested: 10/22/2024
Submitted By Organization: McCullough Construction Incorporated
Organization Address: 57 Aldergrove Road,
Organization City: Arcata
Organization State: CA
Organization Zipcode: 95521
Organization Email: reception@mcculloughconstructioninc.com
Organization Phone: (707) 825-1014
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
DIME Test ID: 2024-10-22-87-11
Test Method: ASTM C1064-17: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
Verified Date: 12/24/2024
Date Tested: 10/22/2024
Submitted By Organization: McCullough Construction Incorporated
Organization Address: 57 Aldergrove Road,
Organization City: Arcata
Organization State: CA
Organization Zipcode: 95521
Organization Email: reception@mcculloughconstructioninc.com
Organization Phone: (707) 825-1014
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
DIME Test ID: 2024-10-22-87-12
Test Method: ASTM C231-17a: Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method
Verified Date: 12/24/2024
Date Tested: 10/22/2024
Submitted By Organization: McCullough Construction Incorporated
Organization Address: 57 Aldergrove Road,
Organization City: Arcata
Organization State: CA
Organization Zipcode: 95521
Organization Email: reception@mcculloughconstructioninc.com
Organization Phone: (707) 825-1014
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
DIME Test ID: 2024-10-22-87-13
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 12/24/2024
Date Tested: 11/19/2024
Submitted By Organization: McCullough Construction Incorporated
Organization Address: 57 Aldergrove Road,
Organization City: Arcata
Organization State: CA
Organization Zipcode: 95521
Organization Email: reception@mcculloughconstructioninc.com
Organization Phone: (707) 825-1014
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
|
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)
|
4990 psi
|
|
Maximum load on cylinder 1
|
64940 lb
|
|
Maximum load on cylinder 2
|
61960 lb
|
|
Maximum load on cylinder 3
|
61320 lb
|
|
Type of fracture pattern of cylinder 1
|
5
|
|
Type of fracture pattern of cylinder 2
|
3
|
|
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
|
|
Age of specimen
|
28 days
|
|
Age of specimen in hours
|
no data0 hours
|
DIME Test ID: 2024-10-22-87-14
Test Method: ASTM C143-20: Standard Test Method for Slump of Hydraulic-Cement Concrete
Verified Date: 12/24/2024
Date Tested: 10/22/2024
Submitted By Organization: McCullough Construction Incorporated
Organization Address: 57 Aldergrove Road,
Organization City: Arcata
Organization State: CA
Organization Zipcode: 95521
Organization Email: reception@mcculloughconstructioninc.com
Organization Phone: (707) 825-1014
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
DIME Test ID: 2024-10-22-87-15
Test Method: ASTM C1064-17: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
Verified Date: 12/24/2024
Date Tested: 10/22/2024
Submitted By Organization: McCullough Construction Incorporated
Organization Address: 57 Aldergrove Road,
Organization City: Arcata
Organization State: CA
Organization Zipcode: 95521
Organization Email: reception@mcculloughconstructioninc.com
Organization Phone: (707) 825-1014
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
DIME Test ID: 2024-10-22-87-16
Test Method: ASTM C231-17a: Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method
Verified Date: 12/24/2024
Date Tested: 10/22/2024
Submitted By Organization: McCullough Construction Incorporated
Organization Address: 57 Aldergrove Road,
Organization City: Arcata
Organization State: CA
Organization Zipcode: 95521
Organization Email: reception@mcculloughconstructioninc.com
Organization Phone: (707) 825-1014
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
DIME Test ID: 2024-10-22-87-17
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 12/24/2024
Date Tested: 11/19/2024
Submitted By Organization: McCullough Construction Incorporated
Organization Address: 57 Aldergrove Road,
Organization City: Arcata
Organization State: CA
Organization Zipcode: 95521
Organization Email: reception@mcculloughconstructioninc.com
Organization Phone: (707) 825-1014
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
|
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)
|
4380 psi
|
|
Maximum load on cylinder 1
|
55440 lb
|
|
Maximum load on cylinder 2
|
54580 lb
|
|
Maximum load on cylinder 3
|
55100 lb
|
|
Type of fracture pattern of cylinder 1
|
3
|
|
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
|
28 days
|
|
Age of specimen in hours
|
no data0 hours
|
