Summary for Test 2021-01-15-6-1
Test performed: AASHTO T30-19Project Information
Project Identifiers | Project ID: 99999 DEA: 0322222 |
---|---|
DIST-CO-RTE-PM | 03-SAC,OMG-888,99,80-0.6-0.6 |
Award Date | Not set |
Closeout Date | Not set |
Work Description | THIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES. |
Location Description | THIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES. |
QA Service Level | (Verified on 04/05/2013) |
Sample Information
Sample Taken Date | 01/15/2021 | Sample Unique Key | 6 |
---|---|---|---|
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 | 01/22/2021 |
Sample type | Verification | A brief description of the sample | RAP |
The quantity of what the sample constitutes | 1 bag RAP | From where was the sample collected | Supplier |
First name of sampler or witnessed by | Donald | Last name of sampler or witnessed by | Zuniga |
Title of sampler | Telephone number of sampler | 4084215620 | |
Laboratory sample identification | 01-20 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Granite Construction | 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 | Stockpile |
---|---|---|---|
Aggregate Size | Aggregate Source | ||
RAP Stockpile | Stockpile Size (tons) | ||
Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
DIME Sample ID: 2021-01-15-6
DIME Test ID: 2021-01-15-6-1
Testing Lab: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2021-01-22
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: No
Input Type: Calculated
Tester's full name: Clinton Edmiston
Date of test: 01/22/2021
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: 100 %
Cumulative percent passing the 3/8 in. sieve: 99.5 %
Cumulative percent passing the #4 sieve: 81.4 %
Cumulative percent passing the #8 sieve: 59.6 %
Cumulative percent passing the #16 sieve: 43 %
Cumulative percent passing the #30 sieve: 31.7 %
Cumulative percent passing the #50 sieve: 22.9 %
Cumulative percent passing the #100 sieve: 17.2 %
Cumulative percent passing the #200 sieve: 12.9 %
General comments (publicly viewable) (Max 1000 characters): Test - Dry Run
Test was verified on 1/22/2021 ✔