Summary for Test 2023-09-21-75-1
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 993192 DEA: 024H4404 EFIS: 0218000119 |
|---|---|
| DIST-CO-RTE-PM | 02-PLU-70-0.0/29.9 |
| Award Date | 02/10/2022 |
| Closeout Date | 05/15/2024 |
| Work Description | CONSTRUCT SOLDIER PILE RETAINING WALL, REPAIR RSP AND HMA PAVING. |
| Location Description | PLUMAS COUNTY AT VARIOUS LOCATIONS FROM BUTTE COUNTY LINE TO 3.1 MILES WEST OF ROUTE 89 |
| QA Service Level | 1 (Verified on 08/23/2021) |
Sample Information
| Sample Taken Date | 09/21/2023 | Sample Unique Key | 75 |
|---|---|---|---|
| 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 | 09/22/2023 |
| Sample type | Production Start-Up | A brief description of the sample | 2 bags of Fine RAP |
| The quantity of what the sample constitutes | Production Start-Up Evaluation | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Dawn | Last name of sampler or witnessed by | Sloatermen |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | D79355B | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Q&D Construction - Mustang Hot Plant (Sparks, NV) | Transportation Laboratory (TL) Number | 823627 |
| 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 | Mustang Hot Plant |
|---|---|---|---|
| Aggregate Size | 3/8-inch | Aggregate Source | |
| RAP Stockpile | Stockpile Size (tons) | ||
| Reclaimed Asphalt Pavement Mix Number |
Test Details
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DIME Sample ID: 2023-09-21-75
DIME Test ID: 2023-09-21-75-1
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: 2023-10-05
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: Yes
Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 09/26/2023
| Cumulative Mass Retained | Correction Factor | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 1492.4 grams | ||||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.1 % | 100 % | ||||
| 293.1 grams | 0.7 % | 81 % | ||||
| 575.1 grams | 1.1 % | 63 % | ||||
| 785.9 grams | 0.8 % | 48 % | ||||
| 949.4 grams | 0.1 % | 36 % | ||||
| 1103.8 grams | -0.8 % | 25 % | ||||
| 1230.4 grams | -1.8 % | 16 % | ||||
| 1318.0 grams | -2.2 % | 9.5 % | ||||
| 1350.6 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/5/2023 ✔