Summary for Test 2021-04-19-39-6
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 | 04/19/2021 | Sample Unique Key | 39 |
|---|---|---|---|
| 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 | 04/20/2021 |
| Sample type | Verification | A brief description of the sample | 3/4-inch Type A HMA (eq. PG 64-28 M) |
| The quantity of what the sample constitutes | JMF Verification | 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 | Telephone number of sampler | ||
| Laboratory sample identification | D78780 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Hat Creek Construction and Materials - Shaw Pit Facility - Lookout, CA | Transportation Laboratory (TL) Number | 037264 |
| 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 | |
| Sublot number | HMA Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-04-19-39
DIME Test ID: 2021-04-19-39-6
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: 2021-06-17
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: D. Hickey and T. McCormick
Date of test: 04/27/2021
| 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 | 95.0 mm | 95.0 mm | 94.9 mm | 94.9 mm | 95.0 mm | |
| 3672.6 g | 3674.6 g | 3672.5 g | 3671.7 g | 3672.5 g | 3672.9 g | |
| 2084.8 g | 2088.8 g | 2084.1 g | 2077.7 g | 2079.1 g | 2084.8 g | |
| 3693.3 g | 3696.7 g | 3692.7 g | 3691.0 g | 3693.3 g | 3696.4 g | |
| 2.444 | 2.444 | 2.444 | 2.444 | 2.444 | 2.444 | |
| 3754.3 g | 3750.4 g | 3747.9 g | ||||
| 2143.6 g | 2135.9 g | 2134.9 g | ||||
| 95.1 mm | 95.1 mm | 95.1 mm | ||||
| 167 mmHg | 174 mmHg | 167 mmHg | ||||
| 23 inHg | 22 inHg | 22 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1608.5 cm^3 | 1607.9 cm^3 | 1608.6 cm^3 | 1613.3 cm^3 | 1614.2 cm^3 | 1611.6 cm^3 | |
2.283 | 2.285 | 2.283 | 2.276 | 2.275 | 2.279 | |
6.6 % | 6.5 % | 6.6 % | 6.9 % | 6.9 % | 6.8 % | |
106.2 cm^3 | 104.5 cm^3 | 106.2 cm^3 | 111.3 cm^3 | 111.4 cm^3 | 109.6 cm^3 | |
3746.9 g | 3747.8 g | 3746.8 g | ||||
3757.6 g | 3758.2 g | 3757.5 g | ||||
1610.7 cm^3 | 1614.5 cm^3 | 1613.0 cm^3 | ||||
81.7 cm^3 | 75.8 cm^3 | 75.4 cm^3 | ||||
77 % | 73 % | 71 % | ||||
0.1 % | 0.4 % | 0.3 % | ||||
18674 N | 21013 N | 22579 N | 23291 N | 21058 N | 21294 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
8 | 5 | 5 | 11 | 13 | 14 | |
0 | 5 | 5 | 0 | 0 | 0 | |
833 kPa | 938 kPa | 1008 kPa | 1042 kPa | 942 kPa | 951 kPa | |
134 psi | 142 psi | |||||
0.94 | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/17/2021 ✔