Summary for Test 2023-08-07-92-6
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 | 08/07/2023 | Sample Unique Key | 92 |
|---|---|---|---|
| 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 | 08/07/2023 |
| 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 | Cindy | Last name of sampler or witnessed by | Bryant |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D79308 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | J.F. Shea Construction — Fawndale Rock and Asphalt (Redding, CA) | Transportation Laboratory (TL) Number | 857938 |
| 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 | JMF2210P04 | |
| 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: 2023-08-07-92
DIME Test ID: 2023-08-07-92-6
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: 2023-12-28
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Colt Sweeny and Josh Murphy
Date of test: 08/17/2023
| 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 | 95.0 mm | 94.7 mm | 94.7 mm | 94.7 mm | 94.9 mm | |
| 3885.9 g | 3895.6 g | 3898.4 g | 3898.6 g | 3898.1 g | 3898.2 g | |
| 2285.8 g | 2293.7 g | 2301.0 g | 2298.5 g | 2301.1 g | 2289.9 g | |
| 3902.5 g | 3911.1 g | 3919.0 g | 3918.1 g | 3914.7 g | 3911.8 g | |
| 2.585 | 2.585 | 2.585 | 2.582 | 2.585 | 2.585 | |
| 3966.9 g | 3974.1 g | 3976.2 g | ||||
| 2350.2 g | 2356.7 g | 2358.2 g | ||||
| 94.8 mm | 94.9 mm | 94.8 mm | ||||
| 126 mmHg | 163 mmHg | 136 mmHg | ||||
| 23 inHg | 22 inHg | 23 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1616.7 cm^3 | 1617.4 cm^3 | 1618.0 cm^3 | 1619.6 cm^3 | 1613.6 cm^3 | 1621.9 cm^3 | |
2.404 | 2.409 | 2.409 | 2.407 | 2.416 | 2.403 | |
7.0 % | 6.8 % | 6.8 % | 6.8 % | 6.5 % | 7.0 % | |
113.2 cm^3 | 110.0 cm^3 | 110.0 cm^3 | 110.1 cm^3 | 104.9 cm^3 | 113.5 cm^3 | |
3965.1 g | 3972.6 g | 3975.4 g | ||||
3976.5 g | 3983.6 g | 3986.4 g | ||||
1616.7 cm^3 | 1617.4 cm^3 | 1618.0 cm^3 | ||||
81.0 cm^3 | 78.5 cm^3 | 77.8 cm^3 | ||||
72 % | 71 % | 71 % | ||||
0.0 % | 0.0 % | 0.0 % | ||||
14203 N | 14586 N | 15342 N | 17228 N | 17304 N | 18505 N | |
0 | 1 | 1 | 0 | 0 | 0 | |
13 | 15 | 14 | 29 | 20 | 19 | |
0 | 1 | 1 | 0 | 0 | 0 | |
636 kPa | 652 kPa | 687 kPa | 772 kPa | 776 kPa | 828 kPa | |
95 psi | 115 psi | |||||
0.83 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=115, S2=95, TSR=83%
Test was verified on 12/28/2023 ✔