Summary for Test 2023-07-13-84-6
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 993339 DEA: 024H9304 EFIS: 0219000027 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-299-44.3/44.9 |
| Award Date | 07/13/2022 |
| Closeout Date | 04/11/2024 |
| Work Description | INGOT CURVE IMPROVEMENT - CURVE IMROVEMENT |
| Location Description | IN SHASTA COUNTY NEAR INGOT FROM 2.7 MILES EAST OF SEAMANS GULCH ROAD TO 1.2 MILES WEST OF DU BOIS ROAD. |
| QA Service Level | 1 (Verified on 11/22/2021) |
Sample Information
| Sample Taken Date | 07/13/2023 | Sample Unique Key | 84 |
|---|---|---|---|
| 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 | 07/14/2023 |
| Sample type | Production Start-Up | A brief description of the sample | 16 boxes of Lime Treated 1/2-inch Type A HMA (eq. PG 64-28 M) |
| 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 | D79299 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Tullis — Northstate Asphalt (Redding, CA) | Transportation Laboratory (TL) Number | 858123 |
| 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 | 1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | JMF3513 2022 6 |
Test Details
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DIME Sample ID: 2023-07-13-84
DIME Test ID: 2023-07-13-84-6
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: 2023-12-05
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Colt Sweeny
Date of test: 08/08/2023
| 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 | |
| 94.8 mm | 94.8 mm | 94.8 mm | 94.8 mm | 94.8 mm | 94.8 mm | |
| 3785.8 g | 3785.7 g | 3786.9 g | 3782.6 g | 3783.0 g | 3786.0 g | |
| 2192.9 g | 2193.4 g | 2192.3 g | 2188.1 g | 2188.0 g | 2195.7 g | |
| 3812.9 g | 3812.6 g | 3812.7 g | 3809.6 g | 3809.0 g | 3810.5 g | |
| 2.509 | 2.509 | 2.509 | 2.509 | 2.509 | 2.509 | |
| 3865.4 g | 3864.9 g | 3865.2 g | ||||
| 2245.4 g | 2245.7 g | 2242.4 g | ||||
| 94.6 mm | 94.5 mm | 94.6 mm | ||||
| 239 mmHg | 241 mmHg | 183 mmHg | ||||
| 20 inHg | 20 inHg | 21 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1620.0 cm^3 | 1619.2 cm^3 | 1620.4 cm^3 | 1621.5 cm^3 | 1621.0 cm^3 | 1614.8 cm^3 | |
2.337 | 2.338 | 2.337 | 2.333 | 2.334 | 2.345 | |
6.9 % | 6.8 % | 6.9 % | 7.0 % | 7.0 % | 6.5 % | |
111.8 cm^3 | 110.1 cm^3 | 111.8 cm^3 | 113.5 cm^3 | 113.5 cm^3 | 105.0 cm^3 | |
3864.1 g | 3862.8 g | 3865.2 g | ||||
3875.2 g | 3873.8 g | 3876.3 g | ||||
1620.0 cm^3 | 1619.2 cm^3 | 1622.8 cm^3 | ||||
79.6 cm^3 | 79.2 cm^3 | 78.3 cm^3 | ||||
71 % | 72 % | 70 % | ||||
0 % | 0 % | 0.1 % | ||||
20115 N | 20564 N | 20755 N | 20613 N | 21200 N | 22206 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
11 | 14 | 12 | 13 | 13 | 22 | |
0 | 0 | 0 | 0 | 0 | 0 | |
902 kPa | 924 kPa | 931 kPa | 923 kPa | 949 kPa | 994 kPa | |
133 psi | 139 psi | |||||
0.96 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=139,
S2=133,
TSR=96%
Test was verified on 12/5/2023 ✔