Summary for Test 2023-09-14-56-2
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 215157 DEA: 021H5704 EFIS: 0216000036 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-299-67.8/77.8 |
| Award Date | 02/09/2023 |
| Closeout Date | 06/11/2024 |
| Work Description | BURNEY CAPM - PAVEMENT REHABILITATION |
| Location Description | BUNCH GRASS LOOKOUT RD TO NAPA LN |
| QA Service Level | 1 (Verified on 09/03/2020) |
Sample Information
| Sample Taken Date | 09/14/2023 | Sample Unique Key | 56 |
|---|---|---|---|
| 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 | 09/14/2023 |
| Sample type | Department Acceptance | A brief description of the sample | 8 boxes of 3/4-inch RHMA-G |
| The quantity of what the sample constitutes | 50000 Tons | 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 | D79347 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | JF Shea Fawndale | Transportation Laboratory (TL) Number | 857915 |
| 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 | RHMA-G |
|---|---|---|---|
| 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: 2023-09-14-56
DIME Test ID: 2023-09-14-56-2
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: 2023-09-29
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Josh Murphy
Date of test: 09/28/2023
| 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 | 95.0 mm | 95.0 mm | 94.9 mm | 94.9 mm | |
| 3712.1 g | 3713.8 g | 3713.5 g | 3712.1 g | 3711.9 g | 3709.5 g | |
| 2105.8 g | 2114.0 g | 2110.9 g | 2108.1 g | 2111.3 g | 2111.2 g | |
| 3733.1 g | 3738.1 g | 3734.3 g | 3733.4 g | 3735.9 g | 3733.3 g | |
| 2.466 | 2.466 | 2.466 | 2.466 | 2.466 | 2.466 | |
| 3791.8 g | 3793.7 g | 3791.8 g | ||||
| 2165.3 g | 2170.4 g | 2169.2 g | ||||
| 95.1 mm | 94.9 mm | 94.9 mm | ||||
| 231 mmHg | 186 mmHg | 166 mmHg | ||||
| 21 inHg | 21 inHg | 22 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1627.3 cm^3 | 1624.1 cm^3 | 1623.4 cm^3 | 1625.3 cm^3 | 1624.6 cm^3 | 1622.1 cm^3 | |
2.281 | 2.287 | 2.287 | 2.284 | 2.285 | 2.287 | |
7.5 % | 7.3 % | 7.3 % | 7.4 % | 7.3 % | 7.3 % | |
122.0 cm^3 | 118.6 cm^3 | 118.5 cm^3 | 120.3 cm^3 | 118.6 cm^3 | 118.4 cm^3 | |
3797.5 g | 3796.8 g | 3796.4 g | ||||
3809.7 g | 3808.7 g | 3808.3 g | ||||
1626.5 cm^3 | 1623.3 cm^3 | 1622.6 cm^3 | ||||
79.7 cm^3 | 79.9 cm^3 | 78.3 cm^3 | ||||
65 % | 67 % | 66 % | ||||
0.0 % | 0.0 % | 0.0 % | ||||
12953 N | 14506 N | 15249 N | 15987 N | 16565 N | 16103 N | |
1 | 1 | 1 | 0 | 0 | 0 | |
8 | 18 | 15 | 28 | 23 | 15 | |
0 | 1 | 0 | 1 | 1 | 0 | |
578 kPa | 649 kPa | 682 kPa | 714 kPa | 741 kPa | 720 kPa | |
92 psi | 105 psi | |||||
0.88 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=105, S2=92, TSR=88%
Test was verified on 9/29/2023 ✔