Summary for Test 2023-08-09-100-6
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 | 08/09/2023 | Sample Unique Key | 100 |
|---|---|---|---|
| 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 | 08/09/2023 |
| 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 | CGI |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D79315 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | J.F. Shea Construction — Fawndale Rock and Asphalt (Redding, CA) | Transportation Laboratory (TL) Number | 823601 |
| 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 | ||
| 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: 2023-08-09-100
DIME Test ID: 2023-08-09-100-6
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: 2024-01-26
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Colt Sweeny and Josh Murphy
Date of test: 08/22/2023
| 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 | |
| 94.7 mm | 94.7 mm | 94.7 mm | 94.9 mm | 94.8 mm | 94.8 mm | |
| 3829.8 g | 3844.4 g | 3843.9 g | 3842.6 g | 3843.4 g | 3844.2 g | |
| 2255.9 g | 2248.3 g | 2254.1 g | 2247.8 g | 2255.1 g | 2255.1 g | |
| 3869.4 g | 3870.5 g | 3870.8 g | 3869.3 g | 3871.7 g | 3873.5 g | |
| 2.563 | 2.563 | 2.563 | 2.563 | 2.563 | 2.563 | |
| 3919.2 g | 3930.5 g | 3930.8 g | ||||
| 2304.7 g | 2308.3 g | 2314.1 g | ||||
| 94.8 mm | 94.9 mm | 94.7 mm | ||||
| 249 mmHg | 163 mmHg | 192 mmHg | ||||
| 19 inHg | 22 inHg | 20 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1613.5 cm^3 | 1622.2 cm^3 | 1616.7 cm^3 | 1621.5 cm^3 | 1616.6 cm^3 | 1618.4 cm^3 | |
2.374 | 2.370 | 2.378 | 2.370 | 2.377 | 2.375 | |
7.4 % | 7.5 % | 7.2 % | 7.5 % | 7.3 % | 7.3 % | |
119.4 cm^3 | 121.7 cm^3 | 116.4 cm^3 | 121.6 cm^3 | 118.0 cm^3 | 118.1 cm^3 | |
3913.4 g | 3929.6 g | 3925.4 g | ||||
3925.3 g | 3941.8 g | 3937.0 g | ||||
1614.5 cm^3 | 1622.2 cm^3 | 1616.7 cm^3 | ||||
89.4 cm^3 | 86.1 cm^3 | 86.9 cm^3 | ||||
75 % | 71 % | 75 % | ||||
0.1 % | 0.0 % | 0.0 % | ||||
13580 N | 13158 N | 13153 N | 14390 N | 15249 N | 14737 N | |
1 | 1 | 1 | 0 | 0 | 0 | |
20 | 14 | 12 | 19 | 20 | 13 | |
0 | 0 | 0 | 0 | 0 | 0 | |
608 kPa | 588 kPa | 589 kPa | 644 kPa | 683 kPa | 660 kPa | |
86 psi | 96 psi | |||||
0.9 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=96, S2=86, TSR=90.%
Test was verified on 1/26/2024 ✔