Summary for Test 2024-04-27-31-6
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 994785 DEA: 023H32U4 EFIS: 0221000164 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-I5-2.5/R15.9 |
| Award Date | 04/28/2023 |
| Closeout Date | Not set |
| Work Description | Roadway rehabilitation and bridge improvements along I5 in Mount Shasta |
| Location Description | SIS I5 2.5/R15.9 |
| QA Service Level | 1 (Verified on 05/03/2023) |
Sample Information
| Sample Taken Date | 04/27/2024 | Sample Unique Key | 31 |
|---|---|---|---|
| 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 | 04/29/2024 |
| Sample type | Production Start-Up | A brief description of the sample | 16 boxes of Lime Treated 3/4-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 | R. | Last name of sampler or witnessed by | Melvin |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | D79488 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Tullis — Northstate Asphalt (Redding, CA) | Transportation Laboratory (TL) Number | 899682 |
| 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: 2024-04-27-31
DIME Test ID: 2024-04-27-31-6
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: 2024-08-18
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Ward Jenkins
Date of test: 08/16/2024
| 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 | 94.8 mm | 94.9 mm | 94.9 mm | 94.8 mm | |
| 3759.9 g | 3758.7 g | 3760.0 g | 3765.5 g | 3760.8 g | 3760.7 g | |
| 2193.8 g | 2193.3 g | 2196.2 g | 2190.4 g | 2192.6 g | 2194.2 g | |
| 3795.8 g | 3799.5 g | 3800.4 g | 3799.1 g | 3803.5 g | 3798.4 g | |
| 2.523 | 2.523 | 2.523 | 2.523 | 2.523 | 2.523 | |
| 3839.6 g | 3843.9 g | 3847.5 g | ||||
| 0.0 g | 0.0 g | 0.0 g | ||||
| 95.0 mm | 95.0 mm | 94.7 mm | ||||
| 188 mmHg | 213 mmHg | 183 mmHg | ||||
| 21 inHg | 20 inHg | 21 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1602.0 cm^3 | 1606.2 cm^3 | 1604.2 cm^3 | 1608.7 cm^3 | 1610.9 cm^3 | 1604.2 cm^3 | |
2.347 | 2.340 | 2.344 | 2.341 | 2.335 | 2.344 | |
7.0 % | 7.3 % | 7.1 % | 7.2 % | 7.5 % | 7.1 % | |
112.1 cm^3 | 117.3 cm^3 | 113.9 cm^3 | 115.8 cm^3 | 120.8 cm^3 | 113.9 cm^3 | |
3838.4 g | 3840.8 g | 3839.7 g | ||||
3849.6 g | 3852.5 g | 3851.1 g | ||||
0.0 cm^3 | 0.0 cm^3 | 0.0 cm^3 | ||||
79.7 cm^3 | 85.2 cm^3 | 87.5 cm^3 | ||||
71 % | 73 % | 77 % | ||||
0.0 % | 0.0 % | 0.0 % | ||||
15707 N | 17095 N | 16917 N | 18918 N | 17909 N | 18220 N | |
1 | 1 | 1 | 0 | 0 | 0 | |
22 | 16 | 15 | 20 | 24 | 29 | |
0 | 0 | 0 | 0 | 0 | 0 | |
702 kPa | 764 kPa | 758 kPa | 846 kPa | 801 kPa | 816 kPa | |
107 psi | 119 psi | |||||
0.9 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=119psi,
S2=108psi,
TSR=90.%
Test was verified on 8/18/2024 ✔