Summary for Test 2022-07-11-62-6
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 993623 DEA: 022J3704 EFIS: 0221000071 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-299-50.5/56.5,93.5/99.3 |
| Award Date | 04/29/2022 |
| Closeout Date | 10/06/2022 |
| Work Description | ASPHALT RUBBER BINDER SEAL COAT, COLD PLANE AC PAVEMENT AND HMA. |
| Location Description | SHASTA COUNTY NEAR MONTGOMERY CREEK FROM 0.2 MILE WEST OF OAK POINT DRIVE TO OLD BERTAGNA PLACE AND FROM 0.1 MILE EAST OF SIERRA CENTER DRIVE TO LASSEN COUNTY LINE |
| QA Service Level | 1 (Verified on 03/18/2022) |
Sample Information
| Sample Taken Date | 07/11/2022 | Sample Unique Key | 62 |
|---|---|---|---|
| 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 | 07/11/2022 |
| Sample type | Acceptance | A brief description of the sample | Lime Treated 3/8-inch Type A HMA (eq. PG 64-28 M) with 25.0% RAP and virgin PG 58-34 M from Valero - Benicia |
| 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 | TET | Telephone number of sampler | |
| Laboratory sample identification | D79085 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | J.F. Shea Construction - Fawndale Rock and Asphalt - Redding, CA | Transportation Laboratory (TL) Number | 867310 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/8 inch | Lot number | |
| Sublot number | HMA Mix Number | 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: 2022-07-11-62
DIME Test ID: 2022-07-11-62-6
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: 2022-07-28
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Darrell Valasek and Colt Sweeny
Date of test: 07/20/2022
| 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 | 95.0 mm | 95.0 mm | 95.0 mm | 94.9 mm | 94.9 mm | |
| 3763.7 g | 3763.7 g | 3763.7 g | 3763.9 g | 3764.4 g | 3764.3 g | |
| 2146.4 g | 2141.9 g | 2150.6 g | 2144.1 g | 2146.8 g | 2150.5 g | |
| 3775.4 g | 3777.7 g | 3779.9 g | 3777.2 g | 3779.1 g | 3778.3 g | |
| 2.481 | 2.481 | 2.481 | 2.481 | 2.481 | 2.481 | |
| 3848.5 g | 3847.3 g | 3847.9 g | ||||
| 2220.0 g | 2205.5 g | 2219.4 g | ||||
| 95 mm | 95 mm | 94.8 mm | ||||
| 132 mmHg | 229 mmHg | 127 mmHg | ||||
| 24 inHg | 20 inHg | 24 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1629.0 cm^3 | 1635.8 cm^3 | 1629.3 cm^3 | 1633.1 cm^3 | 1632.3 cm^3 | 1627.8 cm^3 | |
2.310 | 2.301 | 2.310 | 2.305 | 2.306 | 2.313 | |
6.9 % | 7.3 % | 6.9 % | 7.1 % | 7.1 % | 6.8 % | |
112.4 cm^3 | 119.4 cm^3 | 112.4 cm^3 | 116.0 cm^3 | 115.9 cm^3 | 110.7 cm^3 | |
3842.4 g | 3847.3 g | 3842.4 g | ||||
3853.6 g | 3859.2 g | 3853.6 g | ||||
1628.5 cm^3 | 1641.8 cm^3 | 1628.5 cm^3 | ||||
84.8 cm^3 | 83.6 cm^3 | 84.2 cm^3 | ||||
75 % | 70 % | 75 % | ||||
0 % | 0.4 % | 0 % | ||||
15613 N | 14572 N | 15698 N | 15622 N | 16272 N | 16596 N | |
0 | 1 | 0 | 0 | 0 | 0 | |
19 | 18 | 17 | 23 | 29 | 25 | |
0 | 1 | 0 | 0 | 0 | 0 | |
698 kPa | 651 kPa | 703 kPa | 698 kPa | 728 kPa | 742 kPa | |
99 psi | 105 psi | |||||
0.94 | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/28/2022 ✔