Summary for Test 2025-07-22-56-1
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 | 07/22/2025 | Sample Unique Key | 56 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/23/2025 | Sample type | Production Start-Up |
| A brief description of the sample | 2 bags 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 | Riley |
| Last name of sampler or witnessed by | Melvin | Title of sampler | Consultant |
| Telephone number of sampler | Laboratory sample identification | D79970B | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Hat Creek Construction and Materials — Ward Lake Plant (Litchfield, CA) | |
| Transportation Laboratory (TL) Number | 815571 | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | ||
| Bid Item | 3923700 |
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 |
|---|---|---|
| 2025-07-29: HMA Aggregates (Size 1/2"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP | 2 | 2025-07-22-56-1 |
Test Details
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DIME Sample ID: 2025-07-22-56
DIME Test ID: 2025-07-22-56-1
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: 2025-07-30
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: Yes
Input Type: Measured
Tester's full name: Colt Sweeny
Date of test: 07/30/2025
| Cumulative Mass Retained | Correction Factor | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 1528.1 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 % | ||||
| 51.1 grams | -0.2 % | 96 % | ||||
| 526.5 grams | 1.3 % | 67 % | ||||
| 846.9 grams | 2.8 % | 47 % | ||||
| 1047.7 grams | 3.2 % | 35 % | ||||
| 1177.3 grams | 2.3 % | 25 % | ||||
| 1275.1 grams | 1.3 % | 18 % | ||||
| 1348.2 grams | 0.8 % | 13 % | ||||
| 1396.9 grams | 0.4 % | 9.0 % | ||||
| 1399.9 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/30/2025 ✔