Summary for Test 2025-04-22-87-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 1001178 DEA: 020J3904 EFIS: 0219000112 |
|---|---|
| DIST-CO-RTE-PM | 02--- |
| Award Date | 08/01/2024 |
| Closeout Date | Not set |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | 2 (Verified on 04/14/2025) |
Sample Information
| Sample Taken Date | 04/22/2025 | Sample Unique Key | 87 |
|---|---|---|---|
| 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 | 04/23/2025 |
| 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 | Cindy | Last name of sampler or witnessed by | Bryant |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | D79860 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | J.F. Shea Construction — Fawndale Rock and Asphalt (Redding, CA) | Transportation Laboratory (TL) Number | 823624 |
| 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
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DIME Sample ID: 2025-04-22-87
DIME Test ID: 2025-04-22-87-5
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: 2025-05-09
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Josh Ferency
Date of test: 05/09/2025
| 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 | |
| 94.8 mm | 94.7 mm | 94.7 mm | 94.8 mm | 94.9 mm | 94.8 mm | |
| 3858.6 g | 3859.1 g | 3859.0 g | 3858.7 g | 3858.9 g | 3858.7 g | |
| 2286.5 g | 2281.1 g | 2286.4 g | 2292.1 g | 2287.3 g | 2286.6 g | |
| 3889.2 g | 3888.9 g | 3890.0 g | 3895.4 g | 3889.3 g | 3891.5 g | |
| 2.595 | 2.595 | 2.595 | 2.595 | 2.595 | 2.595 | |
| 3949.3 g | 3946.8 g | 3941.1 g | ||||
| 0.0 g | 0.0 g | 0.0 g | ||||
| 94.8 mm | 94.7 mm | 94.8 mm | ||||
| 130 mmHg | 183 mmHg | 220 mmHg | ||||
| 24 inHg | 22 inHg | 21 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1602.7 cm^3 | 1607.8 cm^3 | 1603.6 cm^3 | 1603.3 cm^3 | 1602.0 cm^3 | 1604.9 cm^3 | |
2.408 | 2.400 | 2.406 | 2.407 | 2.409 | 2.404 | |
7.2 % | 7.5 % | 7.3 % | 7.2 % | 7.2 % | 7.4 % | |
115.4 cm^3 | 120.6 cm^3 | 117.1 cm^3 | 115.4 cm^3 | 115.3 cm^3 | 118.8 cm^3 | |
3939.4 g | 3943.5 g | 3941.0 g | ||||
3950.9 g | 3955.6 g | 3952.7 g | ||||
0.0 cm^3 | 0.0 cm^3 | 0.0 cm^3 | ||||
90.7 cm^3 | 87.7 cm^3 | 82.1 cm^3 | ||||
79 % | 73 % | 70 % | ||||
0.0 % | 0.0 % | 0.0 % | ||||
10591 N | 19363 N | 19230 N | 20133 N | 19746 N | 19439 N | |
1 | 1 | 1 | 0 | 0 | 0 | |
32 | 28 | 35 | 45 | 35 | 53 | |
0 | 0 | 0 | 0 | 0 | 0 | |
474 kPa | 868 kPa | 861 kPa | 901 kPa | 883 kPa | 870 kPa | |
106 psi | 128 psi | |||||
0.83 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=128psi,
S2=106psi,
TSR=83%;
Note: one of the conditioned specimens had an abnormally low break and is probably not a fair representation of the material. The actual tensile strength ratio is likely in the upper 90s but is passes either way.
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| D79860, 823624, 02-0J3903, TSR | 545.95 KB | 05/09/2025 | 2025-04-22-87-5 | Info |
Test was verified on 5/9/2025 ✔