Summary for Test 2022-09-22-60-2
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 993505 DEA: 022J4404 EFIS: 0221000078 |
|---|---|
| DIST-CO-RTE-PM | 02-LAS-139-38.0/43.0 |
| Award Date | 03/07/2022 |
| Closeout Date | 05/24/2023 |
| Work Description | REPLACE AC SURFACING, ASPHALT RUBBER BINDER, SEAL COAT & HMA OVERLAY. |
| Location Description | LASSEN COUNTY ABOUT 37 MILES NORTH OF SUSANVILLE FROM 4.3 MILES NORTH OF SOUTH GRASSHOPPER ROAD TO 0. 2 MILE SOUTH OF TERMO GRASSHOPPER ROAD |
| QA Service Level | 1 (Verified on 01/18/2022) |
Sample Information
| Sample Taken Date | 09/22/2022 | Sample Unique Key | 60 |
|---|---|---|---|
| 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 | 10/03/2022 |
| Sample type | Department Acceptance | A brief description of the sample | 7 additional boxes of Lime Treated 1/2-inch Type A HMA (eq. PG 64-28 M) with 25.0% RAP and virgin PG 58-34 M from Albina (Klamath Falls, OR) |
| The quantity of what the sample constitutes | 50 000 Tons | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Joe | Last name of sampler or witnessed by | Delgado |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | D79169 | Linked DIME Sample ID | 2022-09-22-54 |
| The fabricator/manufacturer/facility name | Hat Creek Construction and Materials – Shaw Pit Facility (Lookout, CA) | Transportation Laboratory (TL) Number | 897866 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | Not set |
Test Details
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DIME Sample ID: 2022-09-22-60
DIME Test ID: 2022-09-22-60-2
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: 2022-10-17
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Colt Sweeny
Date of test: 10/11/2022
| 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 | 95.1 mm | 95.1 mm | 95.1 mm | 95.1 mm | 95.0 mm | |
| 3717.0 g | 3718.2 g | 3717.5 g | 3716.1 g | 3716.4 g | 3718.1 g | |
| 2104.5 g | 2106.0 g | 2109.0 g | 2105.0 g | 2098.6 g | 2110.6 g | |
| 3734.8 g | 3736.5 g | 3738.2 g | 3733.8 g | 3732.3 g | 3737.3 g | |
| 2.448 | 2.448 | 2.448 | 2.448 | 2.448 | 2.448 | |
| 3798.6 g | 3797.8 g | 3800.6 g | ||||
| 2169.1 g | 2168.1 g | 2172.2 g | ||||
| 95.1 mm | 95.2 mm | 95.1 mm | ||||
| 111 mmHg | 111 mmHg | 112 mmHg | ||||
| 25 inHg | 25 inHg | 25 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1630.3 cm^3 | 1630.5 cm^3 | 1629.2 cm^3 | 1628.8 cm^3 | 1633.7 cm^3 | 1626.7 cm^3 | |
2.280 | 2.280 | 2.282 | 2.281 | 2.275 | 2.286 | |
6.9 % | 6.9 % | 6.8 % | 6.8 % | 7.1 % | 6.6 % | |
112.5 cm^3 | 112.5 cm^3 | 110.8 cm^3 | 110.8 cm^3 | 116.0 cm^3 | 107.4 cm^3 | |
3795.8 g | 3796.9 g | 3795.1 g | ||||
3807 g | 3808.2 g | 3806.1 g | ||||
1629.5 cm^3 | 1629.7 cm^3 | 1628.4 cm^3 | ||||
81.6 cm^3 | 79.6 cm^3 | 83.1 cm^3 | ||||
73 % | 71 % | 75 % | ||||
0 % | 0 % | 0 % | ||||
16143 N | 16245 N | 16908 N | 21761 N | 21894 N | 23580 N | |
0 | 1 | 0 | 0 | 0 | 0 | |
12 | 25 | 25 | 36 | 32 | 27 | |
2 | 3 | 3 | 0 | 0 | 0 | |
720 kPa | 724 kPa | 755 kPa | 971 kPa | 977 kPa | 1053 kPa | |
106 psi | 145 psi | |||||
0.73 | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/17/2022 ✔