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 |
|---|---|---|---|
| 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
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
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 | ||||
| 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 % | ||||
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 ✔