Summary for Test 2020-05-07-22-6
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 | 05/07/2020 | Sample Unique Key | 22 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/08/2020 | 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 |
| 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 | |
| Telephone number of sampler | Laboratory sample identification | D78424 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Ward Lake Plant, Litchfield, CA | |
| Transportation Laboratory (TL) Number | 733188 | 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 | 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: 2020-05-07-22
DIME Test ID: 2020-05-07-22-6
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: 2020-06-29
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Ward Jenkins
Date of test: 05/16/2020
| 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 | |
| 94.9 mm | 94.9 mm | 94.9 mm | 94.9 mm | 94.9 mm | 95.0 mm | |
| 3625.0 g | 3625.8 g | 3625.7 g | 3623.0 g | 3624.9 g | 3624.5 g | |
| 2029.6 g | 2032.8 g | 2036.2 g | 2040.1 g | 2033.4 g | 2030.7 g | |
| 3647.6 g | 3651.8 g | 3655.2 g | 3654.0 g | 3653.0 g | 3650.2 g | |
| 2.419 | 2.419 | 2.419 | 2.419 | 2.419 | 2.419 | |
| 3711.2 g | 3710.3 g | 3714.3 g | ||||
| 94.9 mm | 95.0 mm | 94.8 mm | ||||
| 230 mmHg | 185 mmHg | 186 mmHg | ||||
| 20 inHg | 22 inHg | 22 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1618.0 cm^3 | 1619.0 cm^3 | 1619.0 cm^3 | 1613.9 cm^3 | 1619.6 cm^3 | 1619.5 cm^3 | |
2.240 | 2.240 | 2.239 | 2.245 | 2.238 | 2.238 | |
7.4 % | 7.4 % | 7.4 % | 7.2 % | 7.5 % | 7.5 % | |
119.7 cm^3 | 119.8 cm^3 | 119.8 cm^3 | 116.2 cm^3 | 121.5 cm^3 | 121.5 cm^3 | |
3708.8 g | 3709.7 g | 3709.6 g | ||||
3720.8 g | 3721.6 g | 3721.5 g | ||||
1626.2 cm^3 | 1618.9 cm^3 | 1620.8 cm^3 | ||||
86.2 cm^3 | 84.5 cm^3 | 88.6 cm^3 | ||||
72 % | 71 % | 74 % | ||||
16387 N | 18531 N | 17215 N | 22321 N | 20644 N | 20764 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
13 | 11 | 12 | 45 | 36 | 34 | |
0 | 0 | 0 | 0 | 0 | 0 | |
733 kPa | 828 kPa | 771 kPa | 998 kPa | 923 kPa | 928 kPa | |
113 psi | 138 psi | |||||
0.82 | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/29/2020 ✔