Summary for Test 2024-04-25-93-6
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 | 04/25/2024 | Sample Unique Key | 93 |
|---|---|---|---|
| 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 | 04/25/2024 |
| 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 | D. | Last name of sampler or witnessed by | Owen |
| Title of sampler | PEI | Telephone number of sampler | |
| Laboratory sample identification | D79484 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Tullis — Northstate Asphalt (Redding, CA) | Transportation Laboratory (TL) Number | 858486 |
| 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 | 1/2 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: 2024-04-25-93
DIME Test ID: 2024-04-25-93-6
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: 2024-08-15
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Josh Murphy
Date of test: 05/10/2024
| 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 | |
| 94.8 mm | 94.8 mm | 94.8 mm | 94.8 mm | 94.8 mm | 94.7 mm | |
| 3787.7 g | 3787.2 g | 3787.6 g | 3787.9 g | 3788.1 g | 3788.4 g | |
| 2208.1 g | 2209.7 g | 2202.4 g | 2201.3 g | 2212.6 g | 2200.5 g | |
| 3822.6 g | 3823.4 g | 3824.0 g | 3822.0 g | 3824.0 g | 3820.6 g | |
| 2.524 | 2.524 | 2.524 | 2.524 | 2.524 | 2.524 | |
| 3869.7 g | 3868.1 g | 3873.8 g | ||||
| 2253.9 g | 0.0 g | 2252.3 g | ||||
| 94.8 mm | 94.7 mm | 94.9 mm | ||||
| 198 mmHg | 178 mmHg | 235 mmHg | ||||
| 21 inHg | 22 inHg | 20 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1614.5 cm^3 | 1613.7 cm^3 | 1621.6 cm^3 | 1620.7 cm^3 | 1611.4 cm^3 | 1620.1 cm^3 | |
2.346 | 2.347 | 2.336 | 2.337 | 2.351 | 2.338 | |
7.1 % | 7.0 % | 7.4 % | 7.4 % | 6.9 % | 7.4 % | |
114.6 cm^3 | 113.0 cm^3 | 120.0 cm^3 | 119.9 cm^3 | 111.2 cm^3 | 119.9 cm^3 | |
3867.9 g | 3866.3 g | 3871.6 g | ||||
3879.4 g | 3877.6 g | 3883.6 g | ||||
1615.8 cm^3 | 0.0 cm^3 | 1621.5 cm^3 | ||||
82.0 cm^3 | 80.9 cm^3 | 86.2 cm^3 | ||||
72 % | 72 % | 72 % | ||||
0.1 % | 0.0 % | 0.0 % | ||||
16009 N | 15302 N | 17041 N | 18207 N | 19483 N | 19296 N | |
1 | 1 | 0 | 0 | 0 | 0 | |
28 | 31 | 24 | 19 | 18 | 13 | |
0 | 0 | 0 | 0 | 0 | 0 | |
717 kPa | 686 kPa | 762 kPa | 815 kPa | 872 kPa | 865 kPa | |
105 psi | 123 psi | |||||
0.85 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=123psi,
S2=105psi,
TSR=85%
Test was verified on 8/15/2024 ✔