Summary for Test 2021-10-01-34-2
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 212496 DEA: 024E4504 EFIS: 0200020286 |
|---|---|
| DIST-CO-RTE-PM | 02-LAS,MOD-139,299-VAR |
| Award Date | 07/28/2020 |
| Closeout Date | 08/14/2023 |
| Work Description | PLACE HMA, REPLACE DRAINAGE, CULVERT, ELECTRICAL AND LIGHTING SYSTEMS. |
| Location Description | LASSEN AND MODOC COUNTIES ON ROUTE 139 AT 0.1 MILE NORTH OF LASSEN COUNTY LINE AND ON ROUTE 299 AT VARIOUS LOCATONS FROM 0.4 MILE WEST OF BOYD HILL LOOKOUT ROAD TO 0.6 MILE EAST OF COUNTY ROAD 87 |
| QA Service Level | 1 (Verified on 06/06/2017) |
Sample Information
| Sample Taken Date | 10/01/2021 | Sample Unique Key | 34 |
|---|---|---|---|
| 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 | 10/14/2021 |
| Sample type | Informational | A brief description of the sample | 3/4" HMA A 22 RAP PG58-34M Albina |
| The quantity of what the sample constitutes | Combined 8 boxes from 4 separate samples | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Unknown | Last name of sampler or witnessed by | Unknown |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D78960 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Hat Creek Construction and Materials - Shaw Pit Facility - Lookout, CA | Transportation Laboratory (TL) Number | 875951 |
| 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 | 3/4 inch | Lot number | Unknown |
| Sublot number | Unknown | HMA Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-10-01-34
DIME Test ID: 2021-10-01-34-2
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: 2021-11-18
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 10/29/2021
| 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 | 94.8 mm | 94.9 mm | 95.0 mm | 94.9 mm | 95.0 mm | |
| 3636.9 g | 3637.4 g | 3637.0 g | 3638.1 g | 3637.6 g | 3635.9 g | |
| 2072.5 g | 2076.6 g | 2082.7 g | 2082.1 g | 2082.3 g | 2082.2 g | |
| 3674.1 g | 3680.0 g | 3682.4 g | 3688.8 g | 3682.9 g | 3678.5 g | |
| 2.440 | 2.440 | 2.440 | 2.440 | 2.440 | 2.440 | |
| 3723.0 g | 3726.0 g | 3724.0 g | ||||
| 2118.9 g | 2119.4 g | 2125.0 g | ||||
| 95.5 mm | 95.5 mm | 95.6 mm | ||||
| 212 mmHg | 265 mmHg | 234 mmHg | ||||
| 21 inHg | 20 inHg | 21 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1601.6 cm^3 | 1603.4 cm^3 | 1599.7 cm^3 | 1606.7 cm^3 | 1600.6 cm^3 | 1596.3 cm^3 | |
2.271 | 2.269 | 2.274 | 2.264 | 2.273 | 2.278 | |
6.9 % | 7.0 % | 6.8 % | 7.2 % | 6.8 % | 6.6 % | |
110.5 cm^3 | 112.2 cm^3 | 108.8 cm^3 | 115.7 cm^3 | 108.8 cm^3 | 105.4 cm^3 | |
3714.3 g | 3715.9 g | 3713.2 g | ||||
3725.3 g | 3727.2 g | 3724 g | ||||
1604.1 cm^3 | 1606.6 cm^3 | 1599.0 cm^3 | ||||
86.1 cm^3 | 88.6 cm^3 | 87 cm^3 | ||||
78 % | 79 % | 80 % | ||||
0.2 % | 0.2 % | 0 % | ||||
15858 N | 18033 N | 16627 N | 24087 N | 23051 N | 24016 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
10 | 20 | 21 | 18 | 14 | 19 | |
0 | 0 | 0 | 0 | 1 | 1 | |
705 kPa | 801 kPa | 738 kPa | 1076 kPa | 1031 kPa | 1073 kPa | |
108 psi | 154 psi | |||||
0.7 | ||||||
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Test was verified on 11/18/2021 ✔