Summary for Test 2024-09-09-96-4
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 995525 DEA: 024J8304 EFIS: 0223000078 |
|---|---|
| DIST-CO-RTE-PM | 02-MOD-395-34.0/39.9 |
| Award Date | 02/21/2024 |
| Closeout Date | 01/24/2025 |
| Work Description | LINVILLE CREEK OVERLAY - HMA OVERLAY, REPLACE ASPHALT CONCRETE SURFACING AND SHOULDER BACKING. |
| Location Description | MODOC COUNTY NEAR DAVIS CREEK FROM 0.4 MILE SOUTH OF JOSEPH CREEK ROAD TO 1.7 MILES SOUTH OF DAVIS CREEK ROAD |
| QA Service Level | 1 (Verified on 12/29/2023) |
Sample Information
| Sample Taken Date | 09/09/2024 | Sample Unique Key | 96 |
|---|---|---|---|
| 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 | 09/10/2024 |
| Sample type | Production Start-Up | A brief description of the sample | 1/2" Type-A HMA w/25% RAP |
| The quantity of what the sample constitutes | 16 boxes of 1/2" Type A HMA with RAP | 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 | D79714 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Hat Creek Fitch Rd | Transportation Laboratory (TL) Number | 858512 |
| 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: 2024-09-09-96
DIME Test ID: 2024-09-09-96-4
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: 2024-10-03
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Josh Murphy
Date of test: 10/03/2024
| 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 | 95.0 mm | 94.9 mm | 94.9 mm | 94.9 mm | 94.9 mm | |
| 3694.7 g | 3693.9 g | 3694.4 g | 3694.4 g | 3694.3 g | 3694.7 g | |
| 2098.9 g | 2095.0 g | 2103.9 g | 2096.2 g | 2103.2 g | 2100.5 g | |
| 3722.1 g | 3727.0 g | 3725.8 g | 3725.4 g | 3728.1 g | 3723.6 g | |
| 2.444 | 2.444 | 2.444 | 2.444 | 2.444 | 2.444 | |
| 3778.1 g | 3780.3 g | 3776.4 g | ||||
| 0.0 g | 0.0 g | 0.0 g | ||||
| 95.0 mm | 95.0 mm | 95.0 mm | ||||
| 156 mmHg | 202 mmHg | 175 mmHg | ||||
| 22 inHg | 21 inHg | 22 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1623.2 cm^3 | 1632.0 cm^3 | 1621.9 cm^3 | 1629.2 cm^3 | 1624.9 cm^3 | 1623.1 cm^3 | |
2.276 | 2.263 | 2.278 | 2.268 | 2.274 | 2.276 | |
6.9 % | 7.4 % | 6.8 % | 7.2 % | 7.0 % | 6.9 % | |
112.0 cm^3 | 120.8 cm^3 | 110.3 cm^3 | 117.3 cm^3 | 113.7 cm^3 | 112.0 cm^3 | |
3773.1 g | 3778.5 g | 3771.6 g | ||||
3784.3 g | 3790.5 g | 3782.6 g | ||||
0.0 cm^3 | 0.0 cm^3 | 0.0 cm^3 | ||||
83.4 cm^3 | 86.4 cm^3 | 82.0 cm^3 | ||||
74 % | 72 % | 74 % | ||||
0.0 % | 0.0 % | 0.0 % | ||||
28918 N | 28064 N | 31075 N | 30862 N | 31462 N | 33384 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
25 | 23 | 26 | 22 | 19 | 18 | |
0 | 0 | 0 | 0 | 0 | 0 | |
1292 kPa | 1254 kPa | 1388 kPa | 1380 kPa | 1407 kPa | 1493 kPa | |
190 psi | 207 psi | |||||
0.92 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=207 psi, S2=190 psi, TSR=92%
Test was verified on 10/3/2024 ✔