Summary for Test 2023-08-11-99-6
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 | 08/11/2023 | Sample Unique Key | 99 |
|---|---|---|---|
| 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 | 08/11/2023 |
| Sample type | Production Start-Up | A brief description of the sample | Lime Treated 3/4-inch RHMA-G (PG 64-16 CR) with virgin PG 64-16 from Valero (Benicia, CA) and WMA (Water Shear Injection) |
| 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 | D79323 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | JF Shea Construction — Fawndale Rock and Asphalt (Redding, CA) | Transportation Laboratory (TL) Number | 857941 |
| 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: 2023-08-11-99
DIME Test ID: 2023-08-11-99-6
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: 2024-02-01
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Ward Jenkins
Date of test: 08/25/2023
| 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 | 94.8 mm | 94.9 mm | 94.8 mm | 94.8 mm | 94.9 mm | |
| 3771.2 g | 3771.5 g | 3771.5 g | 3772.3 g | 3771.4 g | 3772.0 g | |
| 2177.2 g | 2174.0 g | 2180.8 g | 2179.5 g | 2179.4 g | 2177.8 g | |
| 3795.8 g | 3793.9 g | 3792.2 g | 3794.2 g | 3794.6 g | 3798.1 g | |
| 2.508 | 2.508 | 2.508 | 2.508 | 2.508 | 2.508 | |
| 3856.8 g | 3852.7 g | 3854.9 g | ||||
| 2238.2 g | 2232.8 g | 2242.8 g | ||||
| 94.9 mm | 94.8 mm | 94.9 mm | ||||
| 114 mmHg | 165 mmHg | 145 mmHg | ||||
| 24 inHg | 22 inHg | 23 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1618.6 cm^3 | 1619.9 cm^3 | 1611.4 cm^3 | 1614.7 cm^3 | 1615.2 cm^3 | 1620.3 cm^3 | |
2.330 | 2.328 | 2.341 | 2.336 | 2.335 | 2.328 | |
7.1 % | 7.2 % | 6.7 % | 6.9 % | 6.9 % | 7.2 % | |
114.9 cm^3 | 116.6 cm^3 | 108.0 cm^3 | 111.4 cm^3 | 111.4 cm^3 | 116.7 cm^3 | |
3851.6 g | 3853.1 g | 3847.1 g | ||||
3863.1 g | 3864.8 g | 3857.9 g | ||||
1618.6 cm^3 | 1619.9 cm^3 | 1612.1 cm^3 | ||||
85.6 cm^3 | 81.2 cm^3 | 83.4 cm^3 | ||||
74 % | 70 % | 77 % | ||||
0.0 % | 0.0 % | 0.0 % | ||||
14359 N | 14457 N | 15275 N | 17917 N | 17161 N | 17375 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
8 | 19 | 15 | 34 | 39 | 30 | |
0 | 0 | 0 | 0 | 0 | 0 | |
642 kPa | 647 kPa | 683 kPa | 802 kPa | 768 kPa | 777 kPa | |
95 psi | 113 psi | |||||
0.84 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=113,
S2=95,
TSR=84%
Test was verified on 2/1/2024 ✔