Summary for Test 2025-04-17-68-6
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 1001208 DEA: 022K6204 EFIS: 0225000120 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-96-46.6/46.6 |
| Award Date | 02/28/2025 |
| Closeout Date | 07/14/2025 |
| Work Description | Siskiyou 96 Potential Landslide DO Storm Damage |
| Location Description | IN SISKIYOU COUNTY NEAR HAPPY CAMP AT 2.3 MILES EAST OF GORDONS FERRY ROAD |
| QA Service Level | 1 (Verified on 04/22/2025) |
Sample Information
| Sample Taken Date | 04/17/2025 | Sample Unique Key | 68 |
|---|---|---|---|
| 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 | 04/17/2025 |
| Sample type | Production Start-Up | A brief description of the sample | 16 boxes of Lime Treated 3/4-inch Type A HMA (eq. PG 64-16) |
| 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 | Giuliano | Last name of sampler or witnessed by | Giuntoli |
| Title of sampler | Tester | Telephone number of sampler | |
| Laboratory sample identification | D79857 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | J.F. Shea Construction — Fawndale Rock and Asphalt (Redding, CA) | Transportation Laboratory (TL) Number | 823563 |
| 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 | 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: 2025-04-17-68
DIME Test ID: 2025-04-17-68-6
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: 2025-05-08
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Josh Ferency
Date of test: 05/01/2025
| 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 | 94.8 mm | 94.8 mm | 94.9 mm | 94.8 mm | |
| 3898.3 g | 3899.0 g | 3898.0 g | 3896.1 g | 3897.3 g | 3898.9 g | |
| 2318.3 g | 2307.6 g | 2312.7 g | 2320.0 g | 2308.8 g | 2307.6 g | |
| 3923.4 g | 3922.4 g | 3919.2 g | 3921.6 g | 3919.1 g | 3922.7 g | |
| 2.606 | 2.606 | 2.606 | 2.606 | 2.606 | 2.606 | |
| 3982.0 g | 3982.2 g | 3976.0 g | ||||
| 0.0 g | 0.0 g | 0.0 g | ||||
| 94.9 mm | 94.9 mm | 94.9 mm | ||||
| 130 mmHg | 164 mmHg | 143 mmHg | ||||
| 24 inHg | 22 inHg | 23 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1605.1 cm^3 | 1614.8 cm^3 | 1606.5 cm^3 | 1601.6 cm^3 | 1610.3 cm^3 | 1615.1 cm^3 | |
2.429 | 2.415 | 2.426 | 2.433 | 2.420 | 2.414 | |
6.8 % | 7.3 % | 6.9 % | 6.6 % | 7.1 % | 7.4 % | |
109.1 cm^3 | 117.9 cm^3 | 110.8 cm^3 | 105.7 cm^3 | 114.3 cm^3 | 119.5 cm^3 | |
3974.7 g | 3981.5 g | 3975.6 g | ||||
3985.6 g | 3993.3 g | 3986.6 g | ||||
0.0 cm^3 | 0.0 cm^3 | 0.0 cm^3 | ||||
83.7 cm^3 | 83.2 cm^3 | 78.0 cm^3 | ||||
77 % | 71 % | 70 % | ||||
0.0 % | 0.0 % | 0.0 % | ||||
27317 N | 29296 N | 27993 N | 30493 N | 29345 N | 31698 N | |
1 | 1 | 1 | 0 | 0 | 0 | |
31 | 36 | 29 | 49 | 55 | 44 | |
0 | 0 | 0 | 0 | 0 | 0 | |
1222 kPa | 1310 kPa | 1252 kPa | 1365 kPa | 1312 kPa | 1419 kPa | |
183 psi | 198 psi | |||||
0.92 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=198psi,
S2=183psi,
TSR=92%
Test was verified on 5/8/2025 ✔