Summary for Test 2020-06-18-41-2
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 214571 DEA: 020J1104 EFIS: 0219000062 |
|---|---|
| DIST-CO-RTE-PM | 02-PLU-70-33.1/42.1 |
| Award Date | 02/07/2020 |
| Closeout Date | 04/27/2021 |
| Work Description | PLACE HMA & SHOULDER BACKING, & REMOVE & REPLACE PAVEMENT DELINEATION. |
| Location Description | PLUMAS COUNTY AT AND NEAR KEDDIE FROM INDIAN CREEK BRIDGE TO 0.3 MILE WEST OF SPANISH CREEK BRIDGE NO. 09-0018 |
| QA Service Level | 1 (Verified on 01/22/2020) |
Sample Information
| Sample Taken Date | 06/18/2020 | Sample Unique Key | 41 |
|---|---|---|---|
| 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 | 06/18/2020 |
| Sample type | Verification | A brief description of the sample | Combined RAP (1/2-inch) |
| The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | PEI | Last name of sampler or witnessed by | Joe |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D78487B | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Sierra Cascade Aggregate and Asphalt Products | Transportation Laboratory (TL) Number | 734737 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Reclaimed Asphalt Pavement | RAP Source | Sierra Cascade |
|---|---|---|---|
| Aggregate Size | 1/2-inch | Aggregate Source | |
| RAP Stockpile | Stockpile Size (tons) | ||
| Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
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DIME Sample ID: 2020-06-18-41
DIME Test ID: 2020-06-18-41-2
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: 2020-10-02
Test Results
Does this test use 1/4 sieve?: Yes
Is an aggregate correction factor used?: No
Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 06/20/2020
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 1547.1 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 31.8 grams | 97.9 % | |||||
| 157.5 grams | 89.8 % | |||||
| 405.0 grams | 73.8 % | |||||
| 538.8 grams | 65.2 % | |||||
| 800.0 grams | 48.3 % | |||||
| 993.2 grams | 35.8 % | |||||
| 1131.4 grams | 26.9 % | |||||
| 1244.5 grams | 19.6 % | |||||
| 1332.0 grams | 13.9 % | |||||
| 1387.2 grams | 10.3 % | |||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/2/2020 ✔