Summary for Test 2019-07-01-18-2
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 213826 DEA: 023H1704 EFIS: 0217000066 |
|---|---|
| DIST-CO-RTE-PM | 02-MOD-299-Var |
| Award Date | 02/21/2019 |
| Closeout Date | 11/01/2020 |
| Work Description | COLD IN-PLACE RECYCLING COVERED WITH HMA, GUARDRAIL, STRIPING. |
| Location Description | MODOC COUNTY IN AND NEAR ALTURAS AT VARIOUS LOCATIONS FROM 0.3 MILE EAST OF ROCK CREEK BRIDGE TO PATTERSON STREET |
| QA Service Level | 1 (Verified on 01/08/2019) |
Sample Information
| Sample Taken Date | 07/01/2019 | Sample Unique Key | 18 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/02/2019 | Sample type | Verification |
| A brief description of the sample | Combined RAP (3/8-inch) | The quantity of what the sample constitutes | JMF |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Cindy |
| Last name of sampler or witnessed by | Bryant | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | D77970D | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Eagle Peak Rock and Paving, Alturas, CA | |
| Transportation Laboratory (TL) Number | 768943 | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Reclaimed Asphalt Pavement | RAP Source | Alturas Plant |
|---|---|---|---|
| Aggregate Size | 3/8-inch | Aggregate Source | Unknown |
| RAP Stockpile | Continuous | Stockpile Size (tons) | Unknown |
| Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
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DIME Sample ID: 2019-07-01-18
DIME Test ID: 2019-07-01-18-2
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2020-04-24
Test Results
Does this test use 1/4 sieve?: Yes
Is an aggregate correction factor used?: No
Input Type: Calculated
Tester's full name: Terry McCormick
Date of test: 07/09/2019
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 93 % | ||||||
| 81.2 % | ||||||
| 73.2 % | ||||||
| 54.5 % | ||||||
| 38.7 % | ||||||
| 28.1 % | ||||||
| 20.1 % | ||||||
| 13.9 % | ||||||
| 9.4 % | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/24/2020 ✔