Summary for Test 2025-07-24-82-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 995524 DEA: 021H3604 EFIS: 0216000040 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-96-76.8/78.0 |
| Award Date | 03/22/2024 |
| Closeout Date | Not set |
| Work Description | REPLACE BRIDGE. |
| Location Description | SISKIYOU COUNTY NEAR HORSE CREEK FROM 0.4 MILE WEST OF KLAMATH RIVER BRIDGE TO 2.0 MILES WEST OF KOHL CREEK |
| QA Service Level | 1 (Verified on 12/27/2023) |
Sample Information
| Sample Taken Date | 07/24/2025 | Sample Unique Key | 82 |
|---|---|---|---|
| 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 | 07/29/2025 |
| Sample type | Production Start-Up | A brief description of the sample | 3/4-inch HMA-A w/25% RAP PG58-34 Valero |
| 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 | Giuliano | Last name of sampler or witnessed by | Giuntoli |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | D79980 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Tullis Inc. - Northstate Asphalt (Redding CA) | Transportation Laboratory (TL) Number | 823568 |
| 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 | |
| Design binder PG | PG 64-28 | Binder Supplier | Valero (Benicia, CA) |
| RAP content (%) | 25 | WMA Additives | No |
| Antistrip type | Lime |
Test Details
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DIME Sample ID: 2025-07-24-82
DIME Test ID: 2025-07-24-82-5
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: 2025-08-21
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Josh Ferency
Date of test: 08/20/2025
| 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 | |
| 95.1 mm | 94.9 mm | 94.9 mm | 94.9 mm | 94.9 mm | 94.9 mm | |
| 3783.8 g | 3783.1 g | 3783.3 g | 3783.4 g | 3783.3 g | 3783.5 g | |
| 2227.8 g | 2218.0 g | 2223.5 g | 2221.3 g | 2220.4 g | 2215.7 g | |
| 3834.7 g | 3825.2 g | 3826.6 g | 3826.1 g | 3829.5 g | 3819.2 g | |
| 2.534 | 2.534 | 2.534 | 2.534 | 2.534 | 2.534 | |
| 3867.3 g | 3868.0 g | 3869.5 g | ||||
| 0.0 g | 0.0 g | 0.0 g | ||||
| 94.9 mm | 94.9 mm | 94.9 mm | ||||
| 168 mmHg | 165 mmHg | 143 mmHg | ||||
| 22 inHg | 22 inHg | 23 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1606.9 cm^3 | 1607.2 cm^3 | 1603.1 cm^3 | 1604.8 cm^3 | 1609.1 cm^3 | 1603.5 cm^3 | |
2.355 | 2.354 | 2.360 | 2.358 | 2.351 | 2.360 | |
7.1 % | 7.1 % | 6.9 % | 6.9 % | 7.2 % | 6.9 % | |
114.1 cm^3 | 114.1 cm^3 | 110.6 cm^3 | 110.7 cm^3 | 115.9 cm^3 | 110.6 cm^3 | |
3863.7 g | 3863.0 g | 3860.7 g | ||||
3875.1 g | 3874.4 g | 3871.8 g | ||||
0.0 cm^3 | 0.0 cm^3 | 0.0 cm^3 | ||||
83.5 cm^3 | 84.9 cm^3 | 86.2 cm^3 | ||||
73 % | 74 % | 78 % | ||||
0.0 % | 0.0 % | 0.0 % | ||||
20787 N | 20506 N | 20404 N | 22179 N | 21045 N | 20302 N | |
2 | 2 | 2 | 0 | 0 | 0 | |
38 | 30 | 31 | 45 | 50 | 49 | |
0 | 0 | 0 | 0 | 0 | 0 | |
930 kPa | 917 kPa | 913 kPa | 992 kPa | 941 kPa | 908 kPa | |
133 psi | 137 psi | |||||
0.97 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=137 psi, S2=133 psi, TSR=97%
Test was verified on 8/21/2025 ✔