Summary for Test 2024-08-19-72-4
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 1000003 DEA: 024J8404 EFIS: 0223000079 |
|---|---|
| DIST-CO-RTE-PM | 02-LAS-395-76.0/92.0 |
| Award Date | 04/24/2024 |
| Closeout Date | 06/16/2025 |
| Work Description | ASPHALT RUBBER CHIP SEAL AND REPLACE ASPHALT CONCRETE SURFACING. |
| Location Description | LASSEN COUNTY NEAR LITCHFIELD FROM 0.1 MILE SOUTH OF MAPES LANE TO 0.1 MILE NORTH OF KARLO ROAD |
| QA Service Level | 1 (Verified on 01/02/2024) |
Sample Information
| Sample Taken Date | 08/19/2024 | Sample Unique Key | 72 |
|---|---|---|---|
| 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 | 08/21/2024 |
| Sample type | Production Start-Up | A brief description of the sample | 1/2" HMA Type A with 25% RAP |
| The quantity of what the sample constitutes | PSE 16 boxs | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Derrick | Last name of sampler or witnessed by | Curry |
| Title of sampler | Consultant Tester | Telephone number of sampler | |
| Laboratory sample identification | D79695 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Hat Creek Construction and Materials - Ward Lake Pit - Litchfield, CA | Transportation Laboratory (TL) Number | 858127 |
| 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: 2024-08-19-72
DIME Test ID: 2024-08-19-72-4
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: 2024-09-05
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Josh Murphy
Date of test: 09/04/2024
| 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 | |
| 95.2 mm | 95.2 mm | 95.1 mm | 95.1 mm | 94.8 mm | 95.2 mm | |
| 3720.5 g | 3719.8 g | 3722.0 g | 3721.4 g | 3721.1 g | 3721.2 g | |
| 2109.5 g | 2115.6 g | 2116.4 g | 2115.9 g | 2110.5 g | 2112.6 g | |
| 3741.6 g | 3744.6 g | 3749.2 g | 3745.1 g | 3742.6 g | 3745.6 g | |
| 2.464 | 2.464 | 2.464 | 2.464 | 2.464 | 2.464 | |
| 3812.3 g | 3811.9 g | 3818.8 g | ||||
| 0.0 g | 0.0 g | 0.0 g | ||||
| 95.3 mm | 95.2 mm | 95.2 mm | ||||
| 200 mmHg | 172 mmHg | 174 mmHg | ||||
| 21 inHg | 21 inHg | 21 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1632.1 cm^3 | 1629.0 cm^3 | 1632.8 cm^3 | 1629.2 cm^3 | 1632.1 cm^3 | 1633.0 cm^3 | |
2.280 | 2.283 | 2.280 | 2.284 | 2.280 | 2.279 | |
7.5 % | 7.3 % | 7.5 % | 7.3 % | 7.5 % | 7.5 % | |
122.4 cm^3 | 118.9 cm^3 | 122.5 cm^3 | 118.9 cm^3 | 122.4 cm^3 | 122.5 cm^3 | |
3806.2 g | 3803.0 g | 3807.8 g | ||||
3818.4 g | 3814.9 g | 3820.0 g | ||||
0.0 cm^3 | 0.0 cm^3 | 0.0 cm^3 | ||||
91.8 cm^3 | 92.1 cm^3 | 96.8 cm^3 | ||||
75 % | 77 % | 79 % | ||||
0.0 % | 0.0 % | 0.0 % | ||||
18785 N | 19181 N | 18064 N | 21810 N | 19924 N | 21765 N | |
1 | 1 | 1 | 0 | 0 | 0 | |
14 | 16 | 13 | 17 | 18 | 20 | |
0 | 0 | 0 | 0 | 0 | 1 | |
837 kPa | 855 kPa | 805 kPa | 973 kPa | 892 kPa | 970 kPa | |
121 psi | 137 psi | |||||
0.88 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=137 psi, S2=121 psi, TSR=88%
Test was verified on 9/5/2024 ✔