Summary for Test 2026-07-07-89-2
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 993331 DEA: 023H6904 EFIS: 0218000010 |
|---|---|
| DIST-CO-RTE-PM | 02-PLU-89-30/R42.1 |
| Award Date | 11/21/2024 |
| Closeout Date | Not set |
| Work Description | ALMANOR WEST REHAB - ROADWAY REHABILITATION |
| Location Description | IN PLUMAS COUNTY NEAR CANYON DAM FROM LAKE ALMANOR SPILLWAY TO ROUTE 36. |
| QA Service Level | 1 (Verified on 10/14/2021) |
Sample Information
| Sample Taken Date | 07/07/2026 | Sample Unique Key | 89 |
|---|---|---|---|
| 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 | 07/08/2026 |
| Sample type | Production Start-Up | A brief description of the sample | 2 bags of 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 | Brandon | Last name of sampler or witnessed by | White |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | D80265B | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Dig It Chester | Transportation Laboratory (TL) Number | 896859 |
| 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 | Dig It Construction |
|---|---|---|---|
| Aggregate Size | Aggregate Source | ||
| RAP Stockpile | Stockpile Size (tons) | ||
| Reclaimed Asphalt Pavement Mix Number |
Combined Gradation Report Information
| Combined Gradation Report Id | Bin Index | Dime Test Id |
|---|---|---|
| 2026-07-3: HMA Aggregates (Size 1/2"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP | 2 | 2026-07-07-89-2 |
Test Details
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DIME Sample ID: 2026-07-07-89
DIME Test ID: 2026-07-07-89-2
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: 2026-07-16
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: Yes
Input Type: Measured
Tester's full name: Sean McWithey
Date of test: 07/14/2026
| Cumulative Mass Retained | Correction Factor | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 1508.8 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 % | ||||
| 4.8 grams | 0.2 % | 100 % | ||||
| 15.4 grams | 0.9 % | 100 % | ||||
| 291.0 grams | 4.1 % | 85 % | ||||
| 590.9 grams | 2.7 % | 64 % | ||||
| 826.0 grams | 1.4 % | 47 % | ||||
| 1007.1 grams | 0.8 % | 34 % | ||||
| 1151.4 grams | 0.1 % | 24 % | ||||
| 1257.7 grams | -0.3 % | 16 % | ||||
| 1322.9 grams | -0.3 % | 12.0 % | ||||
| 1326.6 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/16/2026 ✔