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Sample Record for 2023-10-14-9

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 994671 DEA: 010H8004 EFIS: 0118000110 QA Service Level: 1
DIST-CO-RTE-PM: 01-HUM-254-4.3/4.7
Work Description: Project Name: Myers Flat Permanent Restoration
Location Description: Bridge No. 04E0041
Contractor Name: McCullough Construction Inc.
Contractor Address: 57 Alder Grove Road, Arcata, CA 95521
Resident Engineer: Brian Apple Structure Rep.: Alexander Mattson

Sample Information

DIME Sample ID: 2023-10-14-9
TL Number from the TL Form:
Sample Submitted By Organization: CT D01 - Boyd Road Field Laboratory
Sample Organization Contact: (707) 496-0974
Type of Sample: Department Acceptance
Type of Material: Concrete
Sample Taken Date: 10/14/2023
Date that the sample was received by the laboratory/organization performing the testing: 10/16/2023
The quantity of what the sample constitutes: 50 yards
A brief description of the sample: 6 4x8 Cylinders
From where was the sample collected: Job Site
Laboratory sample identification: C0234
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Eureka Ready Mix Alton

Material Information

The concrete mix design number: E400F
The truck number from where the sample was collected: 84
The batch plant ticket number from where the sample was collected: 20590
Concrete batch plant: Eureka Ready Mix Alton
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: chute
Where the material sample would have been placed if not sampled: Miranda Soldier Pile Wall Whaler 1
From Lot No.:
Bag Lot No.:
Test results on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2023-10-14-9-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 10/21/2023
Date Tested: 10/21/2023
Submitted By Organization: CT D01 - District 1 Materials Laboratory
Organization Address: 1726 Albee Street,
Organization City: Eureka
Organization State: CA
Organization Zipcode: 95501
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 496-0974
General Comments for this Test: 7 Day Break 10/21/23
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 12.6 in^2
Cross sectional area of cylinder 2 12.6 in^2
Cross sectional area of cylinder 3 12.6 in^2
Compressive strength (to nearest 10 psi) 3500 psi
Maximum load on cylinder 1 43700 lb
Maximum load on cylinder 2 43820 lb
Maximum load on cylinder 3 44400 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
Age of specimen 7 days
Age of specimen in hours 0 hours

Test 2 of 2

DIME Test ID: 2023-10-14-9-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 11/11/2023
Date Tested: 11/11/2023
Submitted By Organization: CT D01 - District 1 Materials Laboratory
Organization Address: 1726 Albee Street,
Organization City: Eureka
Organization State: CA
Organization Zipcode: 95501
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 496-0974
General Comments for this Test: 28 Day Break 11/11/23
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 C617 - Sulfur Mortar 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 12.6 in^2
Cross sectional area of cylinder 2 12.6 in^2
Cross sectional area of cylinder 3 12.6 in^2
Compressive strength (to nearest 10 psi) 5250 psi
Maximum load on cylinder 1 66040 lb
Maximum load on cylinder 2 63970 lb
Maximum load on cylinder 3 67830 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
Age of specimen 28 days
Age of specimen in hours 0 hours