Summary for Test 2025-05-08-67-2
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 1000698 DEA: 024H0704 EFIS: 0218000074 |
|---|---|
| DIST-CO-RTE-PM | 02-LAS-139-0.74/11.0 |
| Award Date | 01/29/2025 |
| Closeout Date | 09/25/2026 |
| Work Description | PLACE HMA (TYPE A), TRAFFIC CONTROL SYSTEM, TRAFFIC STRIPE, RDWY EXC. |
| Location Description | LASSEN COUNTY NEAR SUSANVILLE FROM 0.1 MILE NORTH OF CHESTNUT STREET TO 2.6 MILES SOUTH OF HORSE LAKE ROAD |
| QA Service Level | 1 (Verified on 10/24/2024) |
Sample Information
| Sample Taken Date | 05/08/2025 | Sample Unique Key | 67 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/08/2025 | 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 | Joe |
| Last name of sampler or witnessed by | Delgado | Title of sampler | Consultant |
| Telephone number of sampler | Laboratory sample identification | D79866 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Hat Creek Construction & Materials — Ward Lake Plant (Litchfield, CA) | |
| Transportation Laboratory (TL) Number | 859030 | 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 | Ward Lake Plant |
|---|---|---|---|
| Aggregate Size | 3/8-inch | 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 |
|---|---|---|
| 2025-05-16: JMF 24-12-P03 | 2 | 2025-05-08-67-2 |
Test Details
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DIME Sample ID: 2025-05-08-67
DIME Test ID: 2025-05-08-67-2
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: 2025-05-20
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: 05/13/2025
| Cumulative Mass Retained | Correction Factor | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 1461.4 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 % | ||||
| 14.8 grams | -0.2 % | 99 % | ||||
| 318.1 grams | 0.3 % | 79 % | ||||
| 602.2 grams | -0.1 % | 59 % | ||||
| 808.3 grams | -0.5 % | 44 % | ||||
| 954.3 grams | -0.6 % | 34 % | ||||
| 1077.3 grams | 0.1 % | 26 % | ||||
| 1182.9 grams | -0.1 % | 19 % | ||||
| 1259.3 grams | -0.1 % | 13.7 % | ||||
| 1261.2 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/20/2025 ✔