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Sample Record for 2021-10-20-27

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

Project Information

Project ID: 55555 DEA: AMRL EFIS: AMRL QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for submitting Sample information for AASHTO Materials Reference Laboratory (AMRL).
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-10-20-27
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Proficiency
Type of Material: Hot Mix Asphalt
Sample Taken Date: 10/20/2021
Date that the sample was received by the laboratory/organization performing the testing: 10/20/2021
The quantity of what the sample constitutes: Solvent Prof.
A brief description of the sample: Sample 95 (A)
From where was the sample collected: Other
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: AASHTO resource

Material Information

HMA Type: Type A HMA
HMA Grading: Not Applicable
Lot number:
Sublot number:
HMA Mix Number:

Test Results

Test 1 of 1

DIME Test ID: 2021-10-20-27-1
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 11/29/2021
Date Tested: 11/29/2021
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: Also ran T 164 as part of the Proficiency Sample and reported 5.10% binder content
Test Result Compliance: not applicable
Additional Comments When Verified:
Is an aggregate correction factor used? No
Cumulative percent passing the 2 in. sieve 100 %
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 91.2 %
Cumulative percent passing the 3/8 in. sieve 81.3 %
Cumulative percent passing the #4 sieve 62 %
Cumulative percent passing the #8 sieve 33.3 %
Cumulative percent passing the #16 sieve 20.1 %
Cumulative percent passing the #30 sieve 13 %
Cumulative percent passing the #50 sieve 8 %
Cumulative percent passing the #100 sieve 4.4 %
Cumulative percent passing the #200 sieve 2.3 %