Summary for Test 2023-07-11-87-6
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 994544 DEA: 023J8204 EFIS: 0222000087 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-5-R19.0/R25.3 |
| Award Date | 05/11/2023 |
| Closeout Date | 04/11/2024 |
| Work Description | COLD PLANE AC PAVEMENT AND PLACE RUBBERIZED HMA (GAP GRADED). |
| Location Description | SISKIYOU COUNTY IN AND NEAR WEED FROM 0.1 MILE SOUTH OF ROUTE 97 TO 0.1 MILE NORTH OF NORTH EDGEWOOD OVERHEAD |
| QA Service Level | 1 (Verified on 08/07/2023) |
Sample Information
| Sample Taken Date | 07/11/2023 | 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 | 07/11/2023 |
| Sample type | Production Start-Up | A brief description of the sample | Lime Treated 3/4-inch Type A HMA (eq. PG 64-28 M) with 23.6% RAP and virgin PG 58-34 M binder from Valero (Benicia, CA) |
| 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 | Randy | Last name of sampler or witnessed by | . |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D79295 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | J.F. Shea Construction - Fawndale Rock and Asphalt (Redding, CA) | Transportation Laboratory (TL) Number | 897599 |
| 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 | JMF 22 11 | |
| 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: 2023-07-11-87
DIME Test ID: 2023-07-11-87-6
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: 2023-11-16
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Ward Jenkins
Date of test: 08/08/2023
| 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 | |
| 94.8 mm | 94.9 mm | 94.8 mm | 94.9 mm | 95.0 mm | 94.8 mm | |
| 3867.6 g | 3867.6 g | 3868.2 g | 3867.5 g | 3868.4 g | 3868.5 g | |
| 2277.2 g | 2269.9 g | 2274.8 g | 2271.6 g | 2269.4 g | 2280.0 g | |
| 3893.8 g | 3892.5 g | 3896.4 g | 3893.7 g | 3893.6 g | 3895.7 g | |
| 2.575 | 2.575 | 2.575 | 2.575 | 2.575 | 2.575 | |
| 3949.7 g | 3953.2 g | 3952.1 g | ||||
| 2333.1 g | 2330.5 g | 2330.6 g | ||||
| 94.7 mm | 94.9 mm | 94.9 mm | ||||
| 215 mmHg | 210 mmHg | 220 mmHg | ||||
| 20 inHg | 21 inHg | 20 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1616.6 cm^3 | 1622.6 cm^3 | 1621.6 cm^3 | 1622.1 cm^3 | 1624.2 cm^3 | 1615.7 cm^3 | |
2.392 | 2.384 | 2.385 | 2.384 | 2.382 | 2.394 | |
7.1 % | 7.4 % | 7.4 % | 7.4 % | 7.5 % | 7.0 % | |
114.8 cm^3 | 120.1 cm^3 | 120.0 cm^3 | 120.0 cm^3 | 121.8 cm^3 | 113.1 cm^3 | |
3948.0 g | 3951.7 g | 3952.2 g | ||||
3959.4 g | 3963.7 g | 3964.2 g | ||||
1616.6 cm^3 | 1622.7 cm^3 | 1621.5 cm^3 | ||||
82.1 cm^3 | 85.6 cm^3 | 83.9 cm^3 | ||||
72 % | 71 % | 70 % | ||||
0.0 % | 0.0 % | 0.0 % | ||||
25835 N | 24866 N | 25257 N | 27708 N | 26454 N | 27352 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
14 | 8 | 11 | 31 | 23 | 32 | |
0 | 0 | 0 | 1 | 0 | 1 | |
1158 kPa | 1112 kPa | 1130 kPa | 1239 kPa | 1182 kPa | 1225 kPa | |
164 psi | 176 psi | |||||
0.93 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=176,
S2=164,
TSR=93%
Test was verified on 11/16/2023 ✔