Summary for Test 2017-04-20-26-2
Test performed: AASHTO T30-15Project Information
Project Identifiers | DEA: No Project |
---|---|
DIST-CO-RTE-PM | --- |
Award Date | Not set |
Closeout Date | 11/01/2022 |
Work Description | Special project identifier for material not associated with a project |
Location Description | Not set |
QA Service Level | NOT VERIFIED |
Sample Information
Sample Taken Date | 04/20/2017 | Sample Unique Key | 26 |
---|---|---|---|
Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 04/20/2017 |
Sample type | Quality Control | A brief description of the sample | Combined RAP |
The quantity of what the sample constitutes | Mix Design | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | PEI | Last name of sampler or witnessed by | PEI |
Title of sampler | Unknown | Telephone number of sampler | Unknown |
Laboratory sample identification | Unknown | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | Tullis Inc - Northstate Asphalt - Redding, CA | Transportation Laboratory (TL) Number | Unknown |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | Not set |
Structure name | Not set |
Material Information
Material Type | Reclaimed Asphalt Pavement | RAP Source | Northstate Asphalt |
---|---|---|---|
Aggregate Size | Unknown | Aggregate Source | Unknown |
RAP Stockpile | Static | Stockpile Size (tons) | Unknown |
Reclaimed Asphalt Pavement Mix Number | Not set | HMA Pay | No |
Test Details
DIME Sample ID: 2017-04-20-26
DIME Test ID: 2017-04-20-26-2
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T30-15: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2018-03-22
Test Results
Input Type: Calculated
Tester's full name: PEI
Date of test: 04/20/2017
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: 96.8 %
Cumulative percent passing the 3/8 in. sieve: 89.9 %
Cumulative percent passing the 1/4 in. sieve: 78.5 %
Cumulative percent passing the #4 sieve: 67.1 %
Cumulative percent passing the #8 sieve: 49.3 %
Cumulative percent passing the #16 sieve: 35.9 %
Cumulative percent passing the #30 sieve: 25.3 %
Cumulative percent passing the #50 sieve: 18.6 %
Cumulative percent passing the #100 sieve: 13.4 %
Cumulative percent passing the #200 sieve: 9.8 %
General comments (publicly viewable) (Max 1000 characters): Data input by Ward Jenkins for PEI during beta.
1/4 in. sieve value is speculative.
Test was verified on 3/22/2018 ✔