Summary for Test 2023-03-17-21-2
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 66667 DEA: JMFPP EFIS: 0019000043 |
|---|---|
| DIST-CO-RTE-PM | 59--- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Special project for submitting Sample information for JMF Prequalification Program. |
| Location Description | Not set |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 03/17/2023 | Sample Unique Key | 21 |
|---|---|---|---|
| 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 | 03/17/2023 |
| Sample type | Verification | A brief description of the sample | RAP |
| The quantity of what the sample constitutes | 2 Bags | From where was the sample collected | Source |
| First name of sampler or witnessed by | Erik | Last name of sampler or witnessed by | Svensson |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | 023-014 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Granite Construction Company | 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 | Static | Stockpile Size (tons) | |
| Reclaimed Asphalt Pavement Mix Number |
Test Details
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DIME Sample ID: 2023-03-17-21
DIME Test ID: 2023-03-17-21-2
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: 2023-04-03
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: No
Input Type: Measured
Tester's full name: Glenn Bradley
Date of test: 04/03/2023
Total mass of material in the sample: 1561.5 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: 0.7 grams
Cumulative mass retained on the 3/8 in. sieve: 17.0 grams
Cumulative mass retained on the #4 sieve: 338.2 grams
Cumulative mass retained on the #8 sieve: 639.1 grams
Cumulative mass retained on the #16 sieve: 868.2 grams
Cumulative mass retained on the #30 sieve: 1024.7 grams
Cumulative mass retained on the #50 sieve: 1188.2 grams
Cumulative mass retained on the #100 sieve: 1304.3 grams
Cumulative mass retained on the #200 sieve: 1382.7 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 %
Cumulative percent passing the #4 sieve: 78 %
Cumulative percent passing the #8 sieve: 59 %
Cumulative percent passing the #16 sieve: 44 %
Cumulative percent passing the #30 sieve: 34 %
Cumulative percent passing the #50 sieve: 24 %
Cumulative percent passing the #100 sieve: 16 %
Cumulative percent passing the #200 sieve: 11.5 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/3/2023 ✔