Summary for Test 2026-05-21-77-2
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 | 05/21/2026 | Sample Unique Key | 77 |
|---|---|---|---|
| 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 | 06/01/2026 |
| Sample type | Acceptance | A brief description of the sample | 1 box of Lime Treated 1/2-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 | Giuliano | Last name of sampler or witnessed by | Giuntoli |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D80216 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Tullis — Northstate Asphalt (Redding, CA) | Transportation Laboratory (TL) Number | 877625 |
| 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 | 1/2 inch | Lot number | 1 |
| Sublot number | HMA Mix Number | 2603004 | |
| Binder content (%) | 5.2 | 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 | Lime |
Test Details
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DIME Sample ID: 2026-05-21-77
DIME Test ID: 2026-05-21-77-2
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: 2026-07-06
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: Yes
Input Type: Measured
Tester's full name: Dacota Mei
Date of test: 07/02/2026
| Cumulative Mass Retained | Correction Factor | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 1512.6 grams | ||||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | -0.2 % | 100 % | ||||
| 123.8 grams | -2.5 % | 89 % | ||||
| 372.7 grams | 2.5 % | 78 % | ||||
| 818.6 grams | -2.5 % | 43 % | ||||
| 1040.4 grams | -1.8 % | 29 % | ||||
| 1180.2 grams | -2.0 % | 20 % | ||||
| 1269.1 grams | -1.7 % | 14 % | ||||
| 1332.1 grams | -1.4 % | 11 % | ||||
| 1374.8 grams | -1.2 % | 8 % | ||||
| 1405.3 grams | -1.2 % | 5.9 % | ||||
| 1408.1 grams | ||||||
General comments (publicly viewable) (Max 1000 characters): Specimen was coarse on the 1/2″, № 4, and № 8 sieves.
Test was verified on 7/6/2026 ✔