Summary for Test 2026-07-22-57-3
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 1000697 DEA: 021J75U4 EFIS: 0224000092 |
|---|---|
| DIST-CO-RTE-PM | 02-LAS-36-14.4/R16.8 |
| Award Date | 01/23/2025 |
| Closeout Date | Not set |
| Work Description | PLACE HMA AND CLASS 2 AB, EXCAVATE ROADWAY, & INSTALL LIGHTING SYSTEM. |
| Location Description | LASSEN COUNTY ABOUT 9 MILES WEST OF SUSANVILLE FROM 1.3 MILES WEST TO 1.2 MILES EAST OF WILLARD CREEK ROAD |
| QA Service Level | 1 (Verified on 10/24/2024) |
Sample Information
| Sample Taken Date | 07/22/2026 | Sample Unique Key | 57 |
|---|---|---|---|
| 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 | 07/22/2026 |
| Sample type | Production Start-Up | A brief description of the sample | 2 bags 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 | Dawn | Last name of sampler or witnessed by | Sloatermen |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | D80301B | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Hat Creek Construction, Ward Lake Plant, Litchfield, CA | Transportation Laboratory (TL) Number | 845876 |
| 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 | Hat Creek Construction and Materials, Ward Lake Facility, Litchfield, CA |
|---|---|---|---|
| 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 |
|---|---|---|
| 2026-08-4: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP | 2 | 2026-07-22-57-3 |
Test Details
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DIME Sample ID: 2026-07-22-57
DIME Test ID: 2026-07-22-57-3
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: 2026-08-04
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: 08/04/2026
| Cumulative Mass Retained | Correction Factor | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 1499.1 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 % | ||||
| 135.4 grams | -0.2 % | 91 % | ||||
| 615.4 grams | 0.3 % | 59 % | ||||
| 858.6 grams | -0.1 % | 43 % | ||||
| 1019.5 grams | -0.5 % | 31 % | ||||
| 1133.1 grams | -0.6 % | 24 % | ||||
| 1225.3 grams | 0.1 % | 18 % | ||||
| 1297.0 grams | -0.1 % | 13 % | ||||
| 1348.1 grams | -0.1 % | 10.0 % | ||||
| 1353.9 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/4/2026 ✔