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Sample Record for 2023-10-30-48

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

Project Information

Project ID: 994264 DEA: 010H20U4 EFIS: 0122000085 QA Service Level: 1
DIST-CO-RTE-PM: 01-HUM-101-77.3/79.5
Work Description: Project Name: 5th Street Combine (Description of Work: Minor Concrete, Modify Signal and HMA)
Location Description: HUMBOLDT COUNTY IN EUREKA AT VARIOUS LOCATIONS FROM MCCULLENS AVENUE TO 0.1 MILE NORTH OF V STREET AND WEST AVENUE NORTHBOUND
Contractor Name: S.T. Rhoades Construction, Inc.
Contractor Address: 8585 Commercial Way, Redding, CA 96002
Resident Engineer: Kristina Walker Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-10-30-48
TL Number from the TL Form:
Sample Submitted By Organization: CT D01 - District 1 Materials Laboratory
Sample Organization Contact: (707) 496-0974
Type of Sample: Department Acceptance
Type of Material: Aggregate
Sample Taken Date: 10/30/2023
Date that the sample was received by the laboratory/organization performing the testing: 10/31/2023
The quantity of what the sample constitutes: 1 days production
A brief description of the sample: 1/2" HMA-A 24% RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: 23-318
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Mercer Fraser B

Material Information

Source Identification (SMARA, name of Pit or Job Site): 91-12-0002
The fabricator's/manufacturer's product name for the sample: L230248
The fabricator/manufacturer designation for the sample:
The plant number:
A detailed description of where the material sample was collected: Cold Feed
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 1/2 inch
The concrete mix design number:
Lot number:
Sublot number:
Aggregate Mix Number:

Test Results

Test 1 of 2

DIME Test ID: 2023-10-30-48-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 11/03/2023
Date Tested: 11/02/2023
Submitted By Organization: CT D01 - District 1 Materials Laboratory
Organization Address: 1050 River Ranch Road,
Organization City: Fortuna
Organization State: California
Organization Zipcode: 95540
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 496-0974
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
What type of gradation is being tested? HMA Gradation
Cumulative percent passing the 2 in. sieve no data
Cumulative percent passing the 1 1/2 in. sieve 100 %
Cumulative percent passing the 1 in. sieve 100 %
Cumulative percent passing the 3/4 in. sieve 100 %
Cumulative percent passing the 1/2 in. sieve 97 %
Cumulative percent passing the 3/8 in. sieve 92 %
Cumulative percent passing the #4 sieve 65 %
Cumulative percent passing the #8 sieve 42 %
Cumulative percent passing the #16 sieve 28 %
Cumulative percent passing the #30 sieve 21 %
Cumulative percent passing the #50 sieve 15 %
Cumulative percent passing the #100 sieve 10 %
Cumulative percent passing the #200 sieve 6.8 %

Test 2 of 2

DIME Test ID: 2023-10-30-48-2
Test Method: AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)
Verified Date: 11/03/2023
Date Tested: 11/01/2023
Submitted By Organization: CT D01 - District 1 Materials Laboratory
Organization Address: 1050 River Ranch Road,
Organization City: Fortuna
Organization State: California
Organization Zipcode: 95540
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 496-0974
General Comments for this Test:
Test Result Compliance: does not comply
Additional Comments When Verified:
Sand Equivalent 40