Summary for Test 2026-07-20-64-3
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 1000513 DEA: 020J8504 EFIS: 0219000168 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-89-21/R34.622 |
| Award Date | 08/05/2025 |
| Closeout Date | Not set |
| Work Description | MCCLOUD CAPM - PAVEMENT REHABILITATION |
| Location Description | IN SISKIYOU COUNTY AT AND NEAR MCCLOUD FROM 0.1 MILE SOUTH OF MUD CREEK BRIDGE TO ROUTE 5 |
| QA Service Level | 1 (Verified on 08/12/2024) |
Sample Information
| Sample Taken Date | 07/20/2026 | Sample Unique Key | 64 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/21/2026 | Sample type | Acceptance |
| A brief description of the sample | 16 boxes of Lime Treated 1/2-inch RHMA-G PG 58-22 Albina (K-Falls) | The quantity of what the sample constitutes | 20000 Tons |
| 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 | D80298 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Tullis Inc. - Northstate Asphalt (Redding CA) | |
| Transportation Laboratory (TL) Number | 846226 | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | RHMA-G |
|---|---|---|---|
| HMA Grading | 1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | ||
| Binder content (%) | 7.8 | Virgin binder PG | PG 58-22 |
| Design binder PG | PG 58-22 | Binder Supplier | Albina (Klamath Falls, OR) |
| RAP content (%) | 0 | WMA Additives | No |
| Antistrip type | 1% Lime |
Test Details
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DIME Sample ID: 2026-07-20-64
DIME Test ID: 2026-07-20-64-3
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: 2026-09-08
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: 08/27/2026
| Cumulative Mass Retained | Correction Factor | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 1403.3 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 % | ||||
| 62.0 grams | 0.5 % | 96 % | ||||
| 199.8 grams | 0.2 % | 86 % | ||||
| 809.8 grams | -0.3 % | 42 % | ||||
| 1091.2 grams | -0.3 % | 22 % | ||||
| 1187.4 grams | -0.4 % | 15 % | ||||
| 1241.8 grams | -0.4 % | 11 % | ||||
| 1277.0 grams | -0.4 % | 9 % | ||||
| 1300.9 grams | -0.4 % | 7 % | ||||
| 1318.3 grams | -0.4 % | 5.7 % | ||||
| 1319.1 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/8/2026 ✔