Summary for Test 2020-05-13-4-1
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 | 05/13/2020 | Sample Unique Key | 4 |
|---|---|---|---|
| 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 | 05/14/2020 |
| Sample type | Verification | A brief description of the sample | RAP for 1/2" Type A JMF |
| The quantity of what the sample constitutes | 1 Bag | From where was the sample collected | Source |
| First name of sampler or witnessed by | Ed | Last name of sampler or witnessed by | Gamboa |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Syar Industries | 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 | Source |
|---|---|---|---|
| Aggregate Size | Unknown | Aggregate Source | Unknown |
| RAP Stockpile | Static | Stockpile Size (tons) | Unknown |
| Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
DIME Sample ID: 2020-05-13-4
DIME Test ID: 2020-05-13-4-1
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: 2020-05-14
Test Results
Does this test use 1/4 sieve?: Yes
Is an aggregate correction factor used?: No
Input Type: Measured
Tester's full name: Clinton Edmiston
Date of test: 05/14/2020
Total mass of material in the sample: 1255.4 grams
Cumulative mass retained on the 2 in. sieve: 0.0 grams
Cumulative mass retained on the 1 1/2 in. sieve: 0.0 grams
Cumulative mass retained on the 1 in. sieve: 0.0 grams
Cumulative mass retained on the 3/4 in. sieve: 0.0 grams
Cumulative mass retained on the 1/2 in. sieve: 0.0 grams
Cumulative mass retained on the 3/8 in. sieve: 6.6 grams
Cumulative mass retained on the 1/4 in. sieve: 6.6 grams
Cumulative mass retained on the #4 sieve: 313.5 grams
Cumulative mass retained on the #8 sieve: 594.8 grams
Cumulative mass retained on the #16 sieve: 789.5 grams
Cumulative mass retained on the #30 sieve: 901.9 grams
Cumulative mass retained on the #50 sieve: 1002.7 grams
Cumulative mass retained on the #100 sieve: 1104.6 grams
Cumulative mass retained on the #200 sieve: 1149.0 grams
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 1/4 in. sieve: 99.5 %
Cumulative percent passing the #4 sieve: 75 %
Cumulative percent passing the #8 sieve: 52.6 %
Cumulative percent passing the #16 sieve: 37.1 %
Cumulative percent passing the #30 sieve: 28.2 %
Cumulative percent passing the #50 sieve: 20.1 %
Cumulative percent passing the #100 sieve: 12 %
Cumulative percent passing the #200 sieve: 8.5 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/14/2020 ✔