Summary for Test 2024-11-06-76-4
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 994319 DEA: 023J7104 EFIS: 0222000076 |
|---|---|
| DIST-CO-RTE-PM | 02-PLU-89-8.7/12.9 |
| Award Date | 11/29/2022 |
| Closeout Date | 04/21/2025 |
| Work Description | PLACE HOT MIX ASPHALT (TYPE A) AND REPLACE AC SURFACING. |
| Location Description | PLUMAS COUNTY NEAR CRESCENT MILLS FROM ROUTE 70 TO 0.7 MILE SOUTH OF DIXIE CANYON ROAD |
| QA Service Level | 1 (Verified on 10/26/2022) |
Sample Information
| Sample Taken Date | 11/06/2024 | Sample Unique Key | 76 |
|---|---|---|---|
| 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 | 11/07/2024 |
| Sample type | Acceptance | A brief description of the sample | 3/8" Type A HMA |
| The quantity of what the sample constitutes | PSE 16 boxs | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Brandon | Last name of sampler or witnessed by | White |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | D79770 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Dig It Construction – Sierra Cascade Aggregate and Asphalt Products (Chester, CA) | Transportation Laboratory (TL) Number | 848920 |
| 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 | 3/8 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: 2024-11-06-76
DIME Test ID: 2024-11-06-76-4
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: 2024-12-09
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Josh Murphy
Date of test: 12/03/2024
| 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 | 94.8 mm | 94.9 mm | 94.9 mm | 94.9 mm | 95.0 mm | |
| 3644.0 g | 3644.0 g | 3642.8 g | 3643.7 g | 3643.9 g | 3642.9 g | |
| 2055.9 g | 2053.1 g | 2052.3 g | 2057.1 g | 2051.9 g | 2051.6 g | |
| 3680.2 g | 3677.7 g | 3678.2 g | 3678.7 g | 3676.4 g | 3676.3 g | |
| 2.420 | 2.420 | 2.420 | 2.420 | 2.420 | 2.420 | |
| 3735.6 g | 3731.0 g | 3731.6 g | ||||
| 0.0 g | 0.0 g | 0.0 g | ||||
| 95.0 mm | 95.0 mm | 95.1 mm | ||||
| 208 mmHg | 209 mmHg | 212 mmHg | ||||
| 20 inHg | 20 inHg | 20 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1624.3 cm^3 | 1624.6 cm^3 | 1625.9 cm^3 | 1621.6 cm^3 | 1624.5 cm^3 | 1624.7 cm^3 | |
2.243 | 2.243 | 2.240 | 2.247 | 2.243 | 2.242 | |
7.3 % | 7.3 % | 7.4 % | 7.1 % | 7.3 % | 7.4 % | |
118.6 cm^3 | 118.6 cm^3 | 120.3 cm^3 | 115.1 cm^3 | 118.6 cm^3 | 120.2 cm^3 | |
3727.0 g | 3727.0 g | 3727.0 g | ||||
3738.9 g | 3738.9 g | 3739.0 g | ||||
0.0 cm^3 | 0.0 cm^3 | 0.0 cm^3 | ||||
91.6 cm^3 | 87.0 cm^3 | 88.8 cm^3 | ||||
77 % | 73 % | 74 % | ||||
0.0 % | 0.0 % | 0.0 % | ||||
24670 N | 24541 N | 24532 N | 27979 N | 26987 N | 27263 N | |
1 | 1 | 1 | 0 | 0 | 0 | |
31 | 37 | 34 | 49 | 39 | 44 | |
0 | 0 | 0 | 0 | 0 | 0 | |
1102 kPa | 1096 kPa | 1095 kPa | 1251 kPa | 1207 kPa | 1218 kPa | |
159 psi | 178 psi | |||||
0.89 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=178 psi, S2=159 psi, TSR=90%
Test was verified on 12/9/2024 ✔