Summary for Test 2025-09-18-59-7
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 1001113 DEA: 021K0804 EFIS: 0224000049 |
|---|---|
| DIST-CO-RTE-PM | 02-MOD-395-0.0/5.0 |
| Award Date | 05/30/2025 |
| Closeout Date | 12/29/2025 |
| Work Description | PLACE HMA OVERLAY AND REPLACE ASPHALT CONCRETE SURFACING. |
| Location Description | MODOC COUNTY NEAR LIKELY FROM LASSEN COUNTY LINE TO 0.8 MILE NORTH OF COUNTY ROAD 189 |
| QA Service Level | 1 (Verified on 05/05/2025) |
Sample Information
| Sample Taken Date | 09/18/2025 | Sample Unique Key | 59 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/18/2025 | Sample type | Production Start-Up |
| A brief description of the sample | 16 boxes of Lime Treated 1/2-inch Type A HMA (eq. PG 64-28 M) | 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 | Cindy |
| Last name of sampler or witnessed by | Bryant | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | D80044 | The fabricator/manufacturer/facility name | Hat Creek Construction and Materials — Fitch Road Rock and Asphalt (Alturas, CA) |
| Transportation Laboratory (TL) Number | 854560 | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | ||
| Bid Item | 3932605 |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | ||
| Binder content (%) | 6.3 | Virgin binder PG | PG 58-34M |
| Design binder PG | PG 64-28M | Binder Supplier | Albina (Klamath Falls, OR) |
| RAP content (%) | 25 | WMA Additives | No |
| Antistrip type | Lime |
Test Details
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DIME Sample ID: 2025-09-18-59
DIME Test ID: 2025-09-18-59-7
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: 2025-10-10
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: 10/03/2025
| Cumulative Mass Retained | Correction Factor | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 1536.0 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 % | ||||
| 44.0 grams | 1.0 % | 98 % | ||||
| 159.7 grams | 0.2 % | 90 % | ||||
| 630.2 grams | -1.2 % | 58 % | ||||
| 965.8 grams | -0.5 % | 37 % | ||||
| 1150.3 grams | -1.1 % | 24 % | ||||
| 1261.3 grams | -1.3 % | 17 % | ||||
| 1333.8 grams | -1.4 % | 12 % | ||||
| 1382.9 grams | -1.6 % | 8 % | ||||
| 1421.1 grams | -1.4 % | 6.1 % | ||||
| 1422.2 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/10/2025 ✔