Summary for Test 2026-05-15-72-6
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 | 05/15/2026 | Sample Unique Key | 72 |
|---|---|---|---|
| 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 | 05/15/2026 |
| Sample type | Production Start-Up | A brief description of the sample | 16 boxes of Lime Treated 3/8-inch Type A HMA (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 | G | Last name of sampler or witnessed by | Giuntoli |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D80197 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Tullis ā Northstate Asphalt (Redding, CA) | Transportation Laboratory (TL) Number | 877622 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | 3952019 |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/8 inch | Lot number | 1 |
| Sublot number | 1 | HMA Mix Number | 2607P01 |
| Binder content (%) | 5.8 | 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: 2026-05-15-72
DIME Test ID: 2026-05-15-72-6
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: 2026-06-11
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Josh Ferency
Date of test: 05/27/2026
| 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 | 95.0 mm | 95.0 mm | 94.9 mm | 95.0 mm | 94.9 mm | |
| 3764.6 g | 3764.6 g | 3763.9 g | 3764.3 g | 3764.1 g | 3764.3 g | |
| 2149.8 g | 2157.5 g | 2161.7 g | 2152.3 g | 2161.5 g | 2159.0 g | |
| 3786.0 g | 3793.7 g | 3796.2 g | 3790.2 g | 3796.2 g | 3792.7 g | |
| 2.471 | 2.471 | 2.471 | 2.471 | 2.471 | 2.471 | |
| 3854.0 g | 3853.3 g | 3850.3 g | ||||
| 95.0 mm | 95.0 mm | 95.0 mm | ||||
| 153 mmHg | 152 mmHg | 132 mmHg | ||||
| 23 inHg | 23 inHg | 24 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1636.2 cm^3 | 1636.2 cm^3 | 1634.5 cm^3 | 1637.9 cm^3 | 1634.7 cm^3 | 1633.7 cm^3 | |
2.301 | 2.301 | 2.303 | 2.298 | 2.303 | 2.304 | |
6.9 % | 6.9 % | 6.8 % | 7.0 % | 6.8 % | 6.8 % | |
112.9 cm^3 | 112.9 cm^3 | 111.1 cm^3 | 114.7 cm^3 | 111.2 cm^3 | 111.1 cm^3 | |
3843.6 g | 3843.6 g | 3841.7 g | ||||
3854.9 g | 3854.9 g | 3852.8 g | ||||
3854.0 cm^3 | 3853.3 cm^3 | 3850.3 cm^3 | ||||
89.4 cm^3 | 88.7 cm^3 | 86.4 cm^3 | ||||
79 % | 79 % | 78 % | ||||
23967 N | 24120 N | 24376 N | 22931 N | 23651 N | 24243 N | |
2 | 2 | 2 | 1 | 1 | 1 | |
21 | 25 | 19 | 29 | 26 | 28 | |
0 | 0 | 0 | 0 | 0 | 0 | |
1071 kPa | 1078 kPa | 1089 kPa | 1026 kPa | 1057 kPa | 1084 kPa | |
157 psi | 153 psi | |||||
1.03 | ||||||
General comments (publicly viewable) (Max 1000 characters): Sā=153psi,
Sā=157psi,
TSR=102%
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| D80197, 02-0J8503, 877622, TSR | 623.19 KB | 06/11/2026 | 2026-05-15-72-6 | Info |
Test was verified on 6/11/2026 ✔
