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Sample Record for 2024-01-29-15

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

Project Information

Project ID: 215620 DEA: 01436404 EFIS: 0100000193 QA Service Level: 1
DIST-CO-RTE-PM: 01-DN-101-35.8/36.5
Work Description: Dr. Fine Bridge Replacement
Location Description: DR. FINE BRIDGE REPLACEMENT FROM LAKE EARL DR TO S FRED D. HAIGHT DR ON HWY 101 ACROSS SMITH RIVER.
Contractor Name: MCM Construction
Contractor Address: PO Box 620, North Highlands, Ca 95660
Resident Engineer: Clayton Malmberg Structure Rep.: Brian Cinkutis

Sample Information

DIME Sample ID: 2024-01-29-15
TL Number from the TL Form:
Sample Submitted By Organization: CT D01 - Crescent City Field Laboratory
Sample Organization Contact: (707) 496-5581
Type of Sample: Quality Assurance
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 01/29/2024
Date that the sample was received by the laboratory/organization performing the testing: 01/31/2024
The quantity of what the sample constitutes: 2
A brief description of the sample: Reclaimed Asphalt Pavement
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name: Dr. Fine Detour Bridge
The fabricator/manufacturer/facility name: tidewater

Material Information

RAP Source: Tidewater
Aggregate Size: 1/2
Aggregate Source: Tidewater
RAP Stockpile: Continuous
Stockpile Size (tons):
Reclaimed Asphalt Pavement Mix Number: 15

Test Results

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
2024-01-29-15-1AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)01/31/202402/01/2024Leif AyresCT D01 - District 1 Materials LaboratoryRap GradationJamie Kelley