Summary for Test 2026-06-26-51-2
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 | 06/26/2026 | Sample Unique Key | 51 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/24/2026 | Sample type | Acceptance |
| A brief description of the sample | 2 Boxes of Lime Treated 3/4-inch Type A HMA (eq. PG 64-16) | The quantity of what the sample constitutes | 750 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 | D80253 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Tullis Inc. - Northstate Asphalt (Redding CA) | |
| Transportation Laboratory (TL) Number | 895741 | 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 | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | ||
| Binder content (%) | 4.7 | Virgin binder PG | PG 58-22 |
| Design binder PG | PG 64-16 | Binder Supplier | Albina (Klamath Falls, OR) |
| RAP content (%) | 25 | WMA Additives | No |
| Antistrip type | 1.0% Lime |
Test Details
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DIME Sample ID: 2026-06-26-51
DIME Test ID: 2026-06-26-51-2
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: 2026-07-14
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: 07/07/2026
| Cumulative Mass Retained | Correction Factor | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 1989.6 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 % | ||||
| 187.6 grams | 1.6 % | 92 % | ||||
| 636.6 grams | 1.2 % | 69 % | ||||
| 1183.4 grams | 1.8 % | 42 % | ||||
| 1438.5 grams | 1.2 % | 29 % | ||||
| 1589.7 grams | 0.8 % | 21 % | ||||
| 1689.1 grams | 0.3 % | 15 % | ||||
| 1754.0 grams | 0.0 % | 12 % | ||||
| 1796.4 grams | -0.3 % | 9 % | ||||
| 1830.4 grams | -0.4 % | 7.6 % | ||||
| 1832.2 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/14/2026 ✔