Summary for Test 2021-08-30-37-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 215393 DEA: 021J5104 EFIS: 0220000086 |
|---|---|
| DIST-CO-RTE-PM | 02-LAS,MOD-139-57.0/66.635,0.0/0.1 |
| Award Date | 02/10/2021 |
| Closeout Date | 11/24/2021 |
| Work Description | PERFORM COLD IN-PLACE RECYCLING AND PLACE HOT MIX ASPHALT (TYPE A). |
| Location Description | LASSEN AND MODOC COUNTIES NEAR ADIN FROM 4.5 MILES SOUTH OF COUNTY ROAD A2 TO 0.1 MILE SOUTH OF ROUTE 299 |
| QA Service Level | 1 (Verified on 01/07/2021) |
Sample Information
| Sample Taken Date | 08/30/2021 | Sample Unique Key | 37 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/31/2021 | Sample type | Department Acceptance |
| A brief description of the sample | 1/2 inch HMA A 25 RAP PG58-34M Albina | The quantity of what the sample constitutes | PSE 16 Boxes at 286 Tons |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | E |
| Last name of sampler or witnessed by | Chavez | Title of sampler | Materials Tester |
| Telephone number of sampler | Laboratory sample identification | D78932 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Hat Creek Construction and Materials - Shaw Pit Facility - Lookout, CA | |
| Transportation Laboratory (TL) Number | 854925 | 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 | Unknown |
| Sublot number | Unknown | HMA Mix Number | Not set |
| 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: 2021-08-30-37
DIME Test ID: 2021-08-30-37-5
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: 2021-09-13
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 09/08/2021
| 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 | 94.9 mm | |
| 3683.1 g | 3682.0 g | 3682.6 g | 3683.1 g | 3680.8 g | 3683.1 g | |
| 2086.9 g | 2088.0 g | 2089.1 g | 2083.9 g | 2084.1 g | 2093.6 g | |
| 3712.8 g | 3710.9 g | 3712.3 g | 3712.9 g | 3703.0 g | 3719.4 g | |
| 2.431 | 2.431 | 2.431 | 2.431 | 2.431 | 2.431 | |
| 3768.6 g | 3766.6 g | 3768.7 g | ||||
| 95.6 mm | 95.7 mm | 95.8 mm | ||||
| 174 mmHg | 148 mmHg | 144 mmHg | ||||
| 22 inHg | 23 inHg | 23 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1625.9 cm^3 | 1622.9 cm^3 | 1623.2 cm^3 | 1629.0 cm^3 | 1618.9 cm^3 | 1625.8 cm^3 | |
2.265 | 2.269 | 2.269 | 2.261 | 2.274 | 2.265 | |
6.8 % | 6.7 % | 6.7 % | 7.0 % | 6.5 % | 6.8 % | |
110.6 cm^3 | 108.7 cm^3 | 108.8 cm^3 | 114.0 cm^3 | 105.2 cm^3 | 110.6 cm^3 | |
3760.5 g | 3758.1 g | 3758.8 g | ||||
3771.6 g | 3769.0 g | 3769.6 g | ||||
1628.3 cm^3 | 1622.1 cm^3 | 1622.4 cm^3 | ||||
85.5 cm^3 | 84.6 cm^3 | 86.1 cm^3 | ||||
77 % | 78 % | 79 % | ||||
18015 N | 18331 N | 18109 N | 24456 N | 25920 N | 26658 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
22 | 25 | 19 | 19 | 22 | 21 | |
0 | 0 | 0 | 0 | 0 | 0 | |
800 kPa | 813 kPa | 802 kPa | 1093 kPa | 1159 kPa | 1192 kPa | |
117 psi | 166 psi | |||||
0.7 | ||||||
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Test was verified on 9/13/2021 ✔