Summary for Test 2026-05-10-15-2
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 1001306 DEA: 023H7704 EFIS: 0218000039 |
|---|---|
| DIST-CO-RTE-PM | 02-TEH-99-0.0/12.5 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | VINA REHAB: PLACE HMA, INSTALL CULVERTS, AND INSTALL GUARDRAIL. |
| Location Description | TEHAMA COUNTY IN AND NEAR LOS MOLINOS FROM BUTTE COUNTY LINE TO LOS MOLINOS CREEK BRIDGE |
| QA Service Level | 1 (Verified on 06/12/2025) |
Sample Information
| Sample Taken Date | 05/10/2026 | Sample Unique Key | 15 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/11/2026 | Sample type | Production Start-Up |
| A brief description of the sample | 1 bag of Fine RAP (3/8-inch) | 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 | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Knife River Construction — Orland Plant (Orland, CA) | |
| Transportation Laboratory (TL) Number | 896855 | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | ||
| Bid Item | 3942604 |
Material Information
| Material Type | Reclaimed Asphalt Pavement | RAP Source | Orland 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: 2026-05-10-15
DIME Test ID: 2026-05-10-15-2
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: 2026-06-05
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: Yes
Input Type: Measured
Tester's full name: Sean McWithey
Date of test: 05/18/2026
| Cumulative Mass Retained | Correction Factor | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 1498.4 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 % | ||||
| 5.2 grams | 0.0 % | 100 % | ||||
| 10.2 grams | 0.6 % | 100 % | ||||
| 356.9 grams | -2.0 % | 74 % | ||||
| 688.3 grams | -2.0 % | 52 % | ||||
| 904.6 grams | -1.6 % | 38 % | ||||
| 1062.7 grams | -1.2 % | 28 % | ||||
| 1193.3 grams | -1.0 % | 19 % | ||||
| 1287.7 grams | -0.8 % | 13 % | ||||
| 1345.3 grams | -0.7 % | 9.5 % | ||||
| 1348.3 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/5/2026 ✔