Summary for Test 2026-05-05-52-6
Test performed: AASHTO T283-14Project 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 | 05/05/2026 | Sample Unique Key | 52 |
|---|---|---|---|
| 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 | 05/05/2026 |
| Sample type | Production Start-Up | A brief description of the sample | 16 boxes of Unverified Lime Treated 1/2-inch Type A (eq. PG 64-16) |
| 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 | Joe | Last name of sampler or witnessed by | Delgado |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D80189 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Tullis — Northstate Asphalt (Redding, CA) | Transportation Laboratory (TL) Number | 875618 |
| 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 | 1 |
| Sublot number | 01 | HMA Mix Number | 2603P01 |
| 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
DIME Sample ID: 2026-05-05-52
DIME Test ID: 2026-05-05-52-6
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Test Release Date: 2026-05-21
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Josh Ferency
Date of test: 05/20/2026
| Wet 1 | Wet 2 | Wet 3 | Dry 1 | Dry 2 | Dry 3 | |
|---|---|---|---|---|---|---|
| Treated | ||||||
| 150.0 mm | 150.0 mm | 150.0 mm | 150.0 mm | 150.0 mm | 150.0 mm | |
| 95.0 mm | 94.9 mm | 95.0 mm | 95.0 mm | 94.9 mm | 95.0 mm | |
| 3777.2 g | 3778.1 g | 3777.7 g | 3776.4 g | 3777.6 g | 3777.7 g | |
| 2174.2 g | 2182.0 g | 2179.3 g | 2173.3 g | 2185.4 g | 2184.1 g | |
| 3795.1 g | 3801.3 g | 3800.3 g | 3798.7 g | 3804.1 g | 3803.1 g | |
| 2.500 | 2.500 | 2.500 | 2.500 | 2.500 | 2.500 | |
| 3861.1 g | 3857.4 g | 3857.5 g | ||||
| 95.0 mm | 94.9 mm | 95.0 mm | ||||
| 130 mmHg | 131 mmHg | 132 mmHg | ||||
| 24 inHg | 24 inHg | 24 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1620.9 cm^3 | 1619.3 cm^3 | 1621.0 cm^3 | 1625.4 cm^3 | 1618.7 cm^3 | 1619.0 cm^3 | |
2.330 | 2.333 | 2.330 | 2.323 | 2.334 | 2.333 | |
6.8 % | 6.7 % | 6.8 % | 7.1 % | 6.6 % | 6.7 % | |
110.2 cm^3 | 108.5 cm^3 | 110.2 cm^3 | 115.4 cm^3 | 106.8 cm^3 | 108.5 cm^3 | |
3854.3 g | 3854.0 g | 3854.8 g | ||||
3865.4 g | 3864.9 g | 3865.9 g | ||||
3861.1 cm^3 | 3857.4 cm^3 | 3857.5 cm^3 | ||||
83.9 cm^3 | 79.3 cm^3 | 79.8 cm^3 | ||||
76 % | 73 % | 72 % | ||||
20435 N | 21804 N | 22342 N | 20713 N | 21745 N | 23535 N | |
2 | 2 | 2 | 1 | 1 | 1 | |
20 | 26 | 22 | 22 | 23 | 25 | |
0 | 0 | 0 | 0 | 0 | 0 | |
913 kPa | 975 kPa | 998 kPa | 925 kPa | 972 kPa | 1051 kPa | |
139 psi | 142 psi | |||||
0.98 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=143psi,
S2=140.psi,
TSR=98%
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| D80189, 02-0J8503, 875618, TSR | 621.54 KB | 05/21/2026 | 2026-05-05-52-6 | Info |
Test was verified on 5/21/2026 ✔
