Summary for Test 2026-05-18-73-2
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 215734 DEA: 024H0104 EFIS: 0218000068 |
|---|---|
| DIST-CO-RTE-PM | 02-PLU-70-78.3/90.3 |
| Award Date | 01/29/2025 |
| Closeout Date | Not set |
| Work Description | REPLACE AC SURFACING, PLACE HMA AND THERMOPLASTIC TRAFFIC STRIPING. |
| Location Description | PLUMAS COUNTY NEAR PORTOLA FROM 0.4 MILE WEST OF BIG GRIZZLY CREEK BRIDGE TO 0.8 MILE WEST OF SUMMIT SCHOOL DRIVE |
| QA Service Level | 1 (Verified on 07/08/2021) |
Sample Information
| Sample Taken Date | 05/18/2026 | Sample Unique Key | 73 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/22/2026 | 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 | Emilio |
| Last name of sampler or witnessed by | Chavez | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | D80210B | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Hat Creek Construction & Materials — Ward Lake Plant (Litchfield, CA) | |
| Transportation Laboratory (TL) Number | 036628 | 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 |
|---|---|---|
| 2026-06-8: JMF 23-07-P04 | 2 | 2026-05-18-73-2 |
Test Details
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DIME Sample ID: 2026-05-18-73
DIME Test ID: 2026-05-18-73-2
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: 2026-06-26
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: 06/03/2026
| Cumulative Mass Retained | Correction Factor | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 1503.3 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 % | ||||
| 57.8 grams | -0.2 % | 96 % | ||||
| 549.0 grams | 1.3 % | 65 % | ||||
| 841.1 grams | 2.8 % | 47 % | ||||
| 1003.3 grams | 3.2 % | 36 % | ||||
| 1112.8 grams | 2.3 % | 28 % | ||||
| 1202.2 grams | 1.3 % | 21 % | ||||
| 1278.9 grams | 0.8 % | 16 % | ||||
| 1337.8 grams | 0.4 % | 11.4 % | ||||
| 1341.6 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/26/2026 ✔