Summary for Test 2023-08-23-85-2
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 | 08/23/2023 | Sample Unique Key | 85 |
|---|---|---|---|
| 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 | 08/23/2023 |
| Sample type | Department Acceptance | A brief description of the sample | 8 boxes of Lime Treated 1/2inch RHMA-G (PG 64-16 CR) with WMA |
| The quantity of what the sample constitutes | 8 Boxes | 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 | D79334 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | J.F. Shea Construction — Fawndale Rock and Asphalt (Redding, CA) | Transportation Laboratory (TL) Number | 857914 |
| 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 | 1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | JMF3513202360 | |
| 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: 2023-08-23-85
DIME Test ID: 2023-08-23-85-2
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: 2024-03-15
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Colt Sweeny
Date of test: 09/06/2023
| 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 | |
| 95.0 mm | 94.9 mm | 95.2 mm | 95.1 mm | 94.9 mm | 95.0 mm | |
| 3703.2 g | 3717.4 g | 3718.5 g | 3703.8 g | 3703.5 g | 3718.4 g | |
| 2099.3 g | 2104.5 g | 2104.6 g | 2096.7 g | 2105.1 g | 2106.3 g | |
| 3725.3 g | 3730.6 g | 3736.1 g | 3725.4 g | 3724.3 g | 3733.2 g | |
| 2.445 | 2.445 | 2.445 | 2.445 | 2.445 | 2.445 | |
| 3783.3 g | 3796.5 g | 3796.1 g | ||||
| 2153.4 g | 2169.0 g | 2165.2 g | ||||
| 95.1 mm | 95.1 mm | 95.1 mm | ||||
| 196 mmHg | 132 mmHg | 180 mmHg | ||||
| 21 inHg | 23 inHg | 22 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1626.0 cm^3 | 1626.1 cm^3 | 1631.5 cm^3 | 1628.7 cm^3 | 1619.2 cm^3 | 1626.9 cm^3 | |
2.277 | 2.286 | 2.279 | 2.274 | 2.287 | 2.286 | |
6.9 % | 6.5 % | 6.8 % | 7.0 % | 6.5 % | 6.5 % | |
112.2 cm^3 | 105.7 cm^3 | 110.9 cm^3 | 114.0 cm^3 | 105.2 cm^3 | 105.7 cm^3 | |
3781.7 g | 3791.4 g | 3796.1 g | ||||
3793.0 g | 3802.0 g | 3807.2 g | ||||
1629.9 cm^3 | 1627.5 cm^3 | 1630.9 cm^3 | ||||
80.1 cm^3 | 79.1 cm^3 | 77.6 cm^3 | ||||
71 % | 75 % | 70 % | ||||
0.2 % | 0.1 % | 0.0 % | ||||
14176 N | 12615 N | 12144 N | 17139 N | 16321 N | 15409 N | |
1 | 1 | 1 | 0 | 0 | 0 | |
16 | 10 | 13 | 55 | 37 | 53 | |
0 | 0 | 0 | 0 | 0 | 1 | |
633 kPa | 563 kPa | 542 kPa | 765 kPa | 730 kPa | 688 kPa | |
84 psi | 106 psi | |||||
0.79 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=106, S2=84, TSR=80.%
Test was verified on 3/15/2024 ✔