Summary for Test 2020-06-08-46-6
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 214589 DEA: 020J1604 |
|---|---|
| DIST-CO-RTE-PM | 02-PLU-284-0.0/8.3 |
| Award Date | 02/11/2020 |
| Closeout Date | 10/06/2020 |
| Work Description | PLACE HMA (TYPE A), PRECOATED AGGREGATE (SEAL COAT), HMA (LEVELING). |
| Location Description | PLUMAS COUNTY NEAR CHILCOOT FROM ROUTE 70 TO 1 MILE NORTH OF LITTLE LAST CHANCE CREEK BRIDGE NUMBER 09-0072 |
| QA Service Level | 1 (Verified on 01/22/2020) |
Sample Information
| Sample Taken Date | 06/08/2020 | Sample Unique Key | 46 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/09/2020 | Sample type | Verification |
| A brief description of the sample | 3/4-inch Type A HMA (eq. PG 64-16) 23.0 RAP, 1.0 Lime | The quantity of what the sample constitutes | JMF Verification and PSE |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | CGI |
| Last name of sampler or witnessed by | CGI | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | D78459 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Ward Lake Plant, Litchfield, CA | |
| Transportation Laboratory (TL) Number | 733200 | 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 | 3/4 inch | Lot number | |
| Sublot number | 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: 2020-06-08-46
DIME Test ID: 2020-06-08-46-6
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: 2020-08-27
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: D. Valasek and T. McCormick
Date of test: 06/13/2020
| 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 | |
| 95.1 mm | 95.0 mm | 94.9 mm | 95.0 mm | 94.9 mm | 95.0 mm | |
| 3696.2 g | 3695.7 g | 3696.3 g | 3696.0 g | 3695.8 g | 3695.6 g | |
| 2089.8 g | 2097.1 g | 2099.9 g | 2090.4 g | 2092.3 g | 2092.1 g | |
| 3720.7 g | 3723.5 g | 3730.2 g | 3721.7 g | 3718.3 g | 3720.2 g | |
| 2.447 | 2.447 | 2.447 | 2.447 | 2.447 | 2.447 | |
| 3784.3 g | 3785.5 g | 3787.3 g | ||||
| 95.1 mm | 95.0 mm | 95.1 mm | ||||
| 231 mmHg | 204 mmHg | 234 mmHg | ||||
| 20 inHg | 21 inHg | 20 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1630.9 cm^3 | 1626.4 cm^3 | 1630.3 cm^3 | 1631.3 cm^3 | 1626.0 cm^3 | 1628.1 cm^3 | |
2.266 | 2.272 | 2.267 | 2.266 | 2.273 | 2.270 | |
7.4 % | 7.2 % | 7.4 % | 7.4 % | 7.1 % | 7.2 % | |
120.7 cm^3 | 117.1 cm^3 | 120.6 cm^3 | 120.7 cm^3 | 115.4 cm^3 | 117.2 cm^3 | |
3780.7 g | 3777.7 g | 3780.7 g | ||||
3792.8 g | 3789.4 g | 3792.8 g | ||||
1636.2 cm^3 | 1633.3 cm^3 | 1630.3 cm^3 | ||||
88.1 cm^3 | 89.8 cm^3 | 91.0 cm^3 | ||||
73 % | 77 % | 75 % | ||||
19252 N | 19492 N | 18896 N | 22495 N | 22597 N | 22802 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
13 | 9 | 18 | 12 | 8 | 14 | |
0 | 0 | 0 | 0 | 0 | 0 | |
859 kPa | 871 kPa | 843 kPa | 1005 kPa | 1011 kPa | 1019 kPa | |
124 psi | 147 psi | |||||
0.84 | ||||||
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Test was verified on 8/27/2020 ✔