Summary for Test 2020-05-14-54-6
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 | 05/14/2020 | Sample Unique Key | 54 |
|---|---|---|---|
| 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 | 05/18/2020 |
| Sample type | Verification | A brief description of the sample | 3/8-inch Type A HMA (PG 64-28 M) 15.0 RAP, 1.1 Lime |
| The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Jimmy | Last name of sampler or witnessed by | Montana |
| Title of sampler | CGI | Telephone number of sampler | |
| Laboratory sample identification | D78434 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Ward Lake Plant, Litchfield, CA | Transportation Laboratory (TL) Number | 733192 |
| 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 | 3/8 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: 2020-05-14-54
DIME Test ID: 2020-05-14-54-6
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: 2020-07-09
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Valasek, Hickey, McCormick
Date of test: 05/21/2020
| 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 | |
| 95.0 mm | 95.0 mm | 95.0 mm | 95.1 mm | 95.0 mm | 95.2 mm | |
| 3642.2 g | 3643.9 g | 3644.7 g | 3643.1 g | 3643.0 g | 3643.6 g | |
| 2014.7 g | 2019.3 g | 2022.2 g | 2016.6 g | 2021.6 g | 2014.6 g | |
| 3652.9 g | 3657.2 g | 3659.5 g | 3655.9 g | 3655.0 g | 3655.8 g | |
| 2.393 | 2.393 | 2.393 | 2.393 | 2.393 | 2.393 | |
| 3728.2 g | 3725.2 g | 3727.3 g | ||||
| 2084.3 g | 2082.9 g | 2086.7 g | ||||
| 95.3 mm | 95.2 mm | 95.0 mm | ||||
| 215 mmHg | 217 mmHg | 192 mmHg | ||||
| 21 inHg | 21 inHg | 22 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1638.2 cm^3 | 1637.9 cm^3 | 1637.3 cm^3 | 1639.3 cm^3 | 1633.4 cm^3 | 1641.2 cm^3 | |
2.223 | 2.225 | 2.226 | 2.222 | 2.230 | 2.220 | |
7.1 % | 7.0 % | 7.0 % | 7.1 % | 6.8 % | 7.2 % | |
116.3 cm^3 | 114.7 cm^3 | 114.6 cm^3 | 116.4 cm^3 | 111.1 cm^3 | 118.2 cm^3 | |
3723.6 g | 3724.2 g | 3724.9 g | ||||
3735.2 g | 3735.7 g | 3736.4 g | ||||
1643.9 cm^3 | 1642.3 cm^3 | 1640.6 cm^3 | ||||
86.0 cm^3 | 81.3 cm^3 | 82.6 cm^3 | ||||
74 % | 71 % | 72 % | ||||
0.3 % | 0.3 % | 0.2 % | ||||
16805 N | 17437 N | 17455 N | 19047 N | 19047 N | 19163 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
15 | 8 | 15 | 13 | 12 | 17 | |
0 | 0 | 0 | 0 | 0 | 0 | |
748 kPa | 777 kPa | 780 kPa | 850 kPa | 851 kPa | 854 kPa | |
111 psi | 123 psi | |||||
0.9 | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/9/2020 ✔