Summary for Test 2025-04-14-52-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 994785 DEA: 023H32U4 EFIS: 0221000164 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-I5-2.5/R15.9 |
| Award Date | 04/28/2023 |
| Closeout Date | Not set |
| Work Description | Roadway rehabilitation and bridge improvements along I5 in Mount Shasta |
| Location Description | SIS I5 2.5/R15.9 |
| QA Service Level | 1 (Verified on 05/03/2023) |
Sample Information
| Sample Taken Date | 04/14/2025 | 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 | 04/14/2025 |
| Sample type | Production Start-Up | A brief description of the sample | 16 boxes of Lime Treated 3/4-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 | Giuliano | Last name of sampler or witnessed by | Giuntoli |
| Title of sampler | JET | Telephone number of sampler | |
| Laboratory sample identification | D79841 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Tullis — Northstate Asphalt (Redding, CA) | Transportation Laboratory (TL) Number | 823556 |
| 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 (%) | Not set | Virgin binder PG | Not set |
| Design binder PG | Not set | Binder Supplier | Not set |
| RAP content (%) | Not set | WMA Additives | Not set |
| Antistrip type | Not set |
Test Details
DIME Sample ID: 2025-04-14-52
DIME Test ID: 2025-04-14-52-5
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: 2025-05-01
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Josh Ferency and Josh Murphy
Date of test: 04/24/2025
| 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 | |
| 94.9 mm | 94.9 mm | 94.7 mm | 94.8 mm | 94.8 mm | 94.8 mm | |
| 3720.3 g | 3720.9 g | 3719.5 g | 3721.0 g | 3722.0 g | 3721.8 g | |
| 2156.0 g | 2158.8 g | 2160.6 g | 2155.3 g | 2158.8 g | 2156.2 g | |
| 3754.6 g | 3758.5 g | 3756.8 g | 3751.5 g | 3753.7 g | 3761.2 g | |
| 2.506 | 2.506 | 2.506 | 2.506 | 2.506 | 2.506 | |
| 3802.0 g | 3806.6 g | 3801.9 g | ||||
| 0.0 g | 0.0 g | 0.0 g | ||||
| 94.9 mm | 94.9 mm | 94.8 mm | ||||
| 232 mmHg | 226 mmHg | 213 mmHg | ||||
| 20 inHg | 20 inHg | 21 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1598.6 cm^3 | 1599.7 cm^3 | 1596.2 cm^3 | 1596.2 cm^3 | 1594.9 cm^3 | 1605.0 cm^3 | |
2.327 | 2.326 | 2.330 | 2.331 | 2.334 | 2.319 | |
7.1 % | 7.2 % | 7.0 % | 7.0 % | 6.9 % | 7.5 % | |
113.5 cm^3 | 115.2 cm^3 | 111.7 cm^3 | 111.7 cm^3 | 110.0 cm^3 | 120.4 cm^3 | |
3799.8 g | 3801.5 g | 3797.7 g | ||||
3811.1 g | 3813.1 g | 3808.9 g | ||||
0.0 cm^3 | 0.0 cm^3 | 0.0 cm^3 | ||||
81.7 cm^3 | 85.7 cm^3 | 82.4 cm^3 | ||||
72 % | 74 % | 74 % | ||||
0.0 % | 0.0 % | 0.0 % | ||||
20858 N | 20302 N | 19710 N | 21948 N | 21187 N | 21040 N | |
1 | 1 | 1 | 0 | 0 | 0 | |
26 | 27 | 31 | 38 | 46 | 37 | |
0 | 0 | 0 | 0 | 0 | 0 | |
933 kPa | 908 kPa | 882 kPa | 983 kPa | 949 kPa | 942 kPa | |
132 psi | 139 psi | |||||
0.95 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=139psi,
S2=132psi,
TSR=95%
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| D79841, 823556, 02-3H32U3, TSR | 546.58 KB | 04/28/2025 | 2025-04-14-52-5 | Info |
Test was verified on 5/1/2025 ✔
