Summary for Test 2020-08-18-29-6
Test performed: AASHTO T30-19Project Information
Project Identifiers | Project ID: 210673 DEA: 042640F4 EFIS: 0400020132 COOP: 042308A3 |
---|---|
DIST-CO-RTE-PM | 04-SON-- |
Award Date | Not set |
Closeout Date | Not set |
Work Description | Not set |
Location Description | Not set |
QA Service Level | 1 (Verified on 04/11/2022) |
Sample Information
Sample Taken Date | 08/18/2020 | Sample Unique Key | 29 |
---|---|---|---|
Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 08/18/2020 |
Sample type | Verification | A brief description of the sample | 1/2" HMA w/RAP |
The quantity of what the sample constitutes | 2 bags | From where was the sample collected | Source |
First name of sampler or witnessed by | CT Anthony | Last name of sampler or witnessed by | Valdez |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Bodean Mark West Quarry | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Reclaimed Asphalt Pavement | RAP Source | Mark West Quarry RAP Stockpile |
---|---|---|---|
Aggregate Size | Aggregate Source | ||
RAP Stockpile | Stockpile Size (tons) | ||
Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
DIME Sample ID: 2020-08-18-29
DIME Test ID: 2020-08-18-29-6
Testing Lab: CT D04 - Hayward DME / District Laboratory
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2020-09-03
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: No
Input Type: Calculated
Tester's full name: Reza Deneli
Date of test: 08/27/2020
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: 97.3 %
Cumulative percent passing the 3/8 in. sieve: 89.3 %
Cumulative percent passing the #4 sieve: 68.4 %
Cumulative percent passing the #8 sieve: 50.6 %
Cumulative percent passing the #16 sieve: 36 %
Cumulative percent passing the #30 sieve: 25.9 %
Cumulative percent passing the #50 sieve: 17.9 %
Cumulative percent passing the #100 sieve: 11.3 %
Cumulative percent passing the #200 sieve: 7.7 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/3/2020 ✔