Summary for Test 2019-03-13-17-1
Test performed: AASHTO T30-15Project 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 | 03/13/2019 | Sample Unique Key | 17 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 03/27/2019 | Sample type | Verification |
| A brief description of the sample | Bags of RAP | The quantity of what the sample constitutes | 1 |
| From where was the sample collected | Other | First name of sampler or witnessed by | Brent |
| Last name of sampler or witnessed by | Barber | Title of sampler | Field Inspector |
| Telephone number of sampler | 805-441-0187 | Laboratory sample identification | 19-J-015 |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Papich Paso Robles | |
| Transportation Laboratory (TL) Number | D5 | Inspector Lot Number from the Transportation Laboratory (TL) Form | N/A |
| Structure unique identifier | Not set | Structure name | Not set |
| Bid Item | Not set |
Material Information
| Material Type | Reclaimed Asphalt Pavement | RAP Source | Papich Paso Robles |
|---|---|---|---|
| Aggregate Size | 1/2 | Aggregate Source | Avenal |
| RAP Stockpile | Continuous | Stockpile Size (tons) | Unknown |
| Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
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DIME Sample ID: 2019-03-13-17
DIME Test ID: 2019-03-13-17-1
Testing Lab: CT D05 - San Luis Obispo District Laboratory
Test Method: AASHTO T30-15: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2019-04-22
Test Results
Input Type: Measured
Tester's full name: Daniel Gingras
Date of test: 04/03/2019
Total mass of material in the sample: 1913.3 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: 18.8 grams
Cumulative mass retained on the 3/8 in. sieve: 116.9 grams
Cumulative mass retained on the 1/4 in. sieve: no data grams
Cumulative mass retained on the #4 sieve: 453.0 grams
Cumulative mass retained on the #8 sieve: 724.7 grams
Cumulative mass retained on the #16 sieve: 1085.8 grams
Cumulative mass retained on the #30 sieve: 1332.7 grams
Cumulative mass retained on the #50 sieve: 1530.7 grams
Cumulative mass retained on the #100 sieve: 1670.2 grams
Cumulative mass retained on the #200 sieve: 1760.0 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: 99 %
Cumulative percent passing the 3/8 in. sieve: 93.9 %
Cumulative percent passing the 1/4 in. sieve: no data
Cumulative percent passing the #4 sieve: 76.3 %
Cumulative percent passing the #8 sieve: 62.1 %
Cumulative percent passing the #16 sieve: 43.2 %
Cumulative percent passing the #30 sieve: 30.3 %
Cumulative percent passing the #50 sieve: 20 %
Cumulative percent passing the #100 sieve: 12.7 %
Cumulative percent passing the #200 sieve: 8.01 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/22/2019 ✔