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 |
|---|---|---|---|
| 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 | 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 |
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
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
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
Input Type: Measured
Tester's full name: D. Valasek and T. McCormick
Date of test: 06/13/2020
| Dry 1 | Dry 2 | Dry 3 | Wet 1 | Wet 2 | Wet 3 | |
|---|---|---|---|---|---|---|
| Treated | ||||||
| 150.0 mm | 150.0 mm | 150.0 mm | 150.0 mm | 150.0 mm | 150.0 mm | |
| 95.0 mm | 94.9 mm | 95.0 mm | 95.1 mm | 95.0 mm | 94.9 mm | |
| 3696.0 g | 3695.8 g | 3695.6 g | 3696.2 g | 3695.7 g | 3696.3 g | |
| 3721.7 g | 3718.3 g | 3720.2 g | 3720.7 g | 3723.5 g | 3730.2 g | |
| 2090.4 g | 2092.3 g | 2092.1 g | 2089.8 g | 2097.1 g | 2099.9 g | |
| 2.447 | 2.447 | 2.447 | 2.447 | 2.447 | 2.447 | |
| 22495 N | 22597 N | 22802 N | 19252 N | 19492 N | 18896 N | |
| 3784.3 g | 3785.5 g | 3787.3 g | ||||
| 2148.1 g | 2152.2 g | 2157.0 g | ||||
| 0 | 0 | 0 | 0 | 0 | 0 | |
| 12 | 8 | 14 | 13 | 9 | 18 | |
| 0 | 0 | 0 | 0 | 0 | 0 | |
| 95.1 mm | 95 mm | 95.1 mm | ||||
| 231 mmHg | 204 mmHg | 234 mmHg | ||||
| 20 inHg | 21 inHg | 20 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1631.3 cm^3 | 1626.0 cm^3 | 1628.1 cm^3 | 1630.9 cm^3 | 1626.4 cm^3 | 1630.3 cm^3 | |
2.266 | 2.273 | 2.270 | 2.266 | 2.272 | 2.267 | |
7.4 % | 7.1 % | 7.2 % | 7.4 % | 7.2 % | 7.4 % | |
120.7 cm^3 | 115.4 cm^3 | 117.2 cm^3 | 120.7 cm^3 | 117.1 cm^3 | 120.6 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 cm^3 | ||||
73 % | 77 % | 75 % | ||||
0.3 % | 0.4 % | 0 % | ||||
1005 kPa | 1011 kPa | 1019 kPa | 859 kPa | 871 kPa | 843 kPa | |
147 psi | 124 psi | |||||
0.84 | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/27/2020 ✔