Summary for Test 2024-07-08-76-4
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 995031 DEA: 023H82U4 EFIS: 0223000011 |
|---|---|
| DIST-CO-RTE-PM | 02-LAS-44-0.0/37.2 |
| Award Date | 10/24/2023 |
| Closeout Date | 07/03/2025 |
| Work Description | REPLACE AC SURFACING, PLACE RHMA, HMA, THERMOPLASTIC TRAFFIC STRIPE. |
| Location Description | LASSEN COUNTY ABOUT 9 MILES EAST OF OLD STATION FROM SHASTA COUNTY LINE TO ROUTE 36 |
| QA Service Level | 1 (Verified on 08/10/2023) |
Sample Information
| Sample Taken Date | 07/08/2024 | Sample Unique Key | 76 |
|---|---|---|---|
| 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 | 07/08/2024 |
| Sample type | Acceptance | A brief description of the sample | 16 boxes of Treated 3/4-inch Type A HMA with 22% RAP |
| 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 | Brandon | Last name of sampler or witnessed by | White |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | D79637 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Hat Creek Construction, Ward Lake Plant, Litchfield, CA | Transportation Laboratory (TL) Number | 848913 |
| 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: 2024-07-08-76
DIME Test ID: 2024-07-08-76-4
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: 2024-09-09
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Colt Sweeny
Date of test: 07/23/2024
| 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 | |
| 94.9 mm | 95.0 mm | 94.8 mm | 95.0 mm | 94.9 mm | 94.8 mm | |
| 3720.5 g | 3720.8 g | 3721.9 g | 3721.0 g | 3719.5 g | 3721.1 g | |
| 2133.2 g | 2134.5 g | 2130.5 g | 2137.5 g | 2126.4 g | 2135.3 g | |
| 3758.8 g | 3762.4 g | 3754.7 g | 3760.9 g | 3755.1 g | 3759.2 g | |
| 2.451 | 2.451 | 2.451 | 2.451 | 2.451 | 2.451 | |
| 3803.7 g | 3805.8 g | 3802.8 g | ||||
| 0.0 g | 0.0 g | 0.0 g | ||||
| 94.9 mm | 95.0 mm | 94.9 mm | ||||
| 165 mmHg | 166 mmHg | 140 mmHg | ||||
| 22 inHg | 22 inHg | 23 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1625.6 cm^3 | 1627.9 cm^3 | 1624.2 cm^3 | 1623.4 cm^3 | 1628.7 cm^3 | 1623.9 cm^3 | |
2.289 | 2.286 | 2.292 | 2.292 | 2.284 | 2.291 | |
6.6 % | 6.7 % | 6.5 % | 6.5 % | 6.8 % | 6.5 % | |
107.3 cm^3 | 109.1 cm^3 | 105.6 cm^3 | 105.5 cm^3 | 110.8 cm^3 | 105.6 cm^3 | |
3795.6 g | 3797.2 g | 3795.8 g | ||||
3806.3 g | 3808.1 g | 3806.4 g | ||||
0.0 cm^3 | 0.0 cm^3 | 0.0 cm^3 | ||||
83.2 cm^3 | 85.0 cm^3 | 80.9 cm^3 | ||||
78 % | 78 % | 77 % | ||||
0.0 % | 0.0 % | 0.0 % | ||||
21196 N | 21707 N | 21796 N | 24358 N | 22139 N | 23736 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
15 | 14 | 13 | 17 | 15 | 14 | |
0 | 0 | 0 | 0 | 0 | 0 | |
948 kPa | 970 kPa | 975 kPa | 1088 kPa | 990 kPa | 1063 kPa | |
140 psi | 152 psi | |||||
0.92 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=152, S2=140, TSR=92%
Test was verified on 9/9/2024 ✔