Summary for Test 2019-05-13-15-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 212753 DEA: 020H7604 EFIS: 0215000086 |
|---|---|
| DIST-CO-RTE-PM | 02-LAS,PLU-VAR-VAR |
| Award Date | 03/28/2019 |
| Closeout Date | 09/02/2020 |
| Work Description | FULL DEPTH RECLAMATION AND DRAINAGE REHABILITATION |
| Location Description | LASSEN AND PLUMAS COUNTIES AT AND NEAR CHILCOOT FROM 0.9 MILE WEST OF SUMMIT SCHOOL DRIVE TO 0.7 MILE EAST OF ROUTE 395 |
| QA Service Level | 1 (Verified on 01/08/2019) |
Sample Information
| Sample Taken Date | 05/13/2019 | Sample Unique Key | 15 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/14/2019 | Sample type | Verification |
| A brief description of the sample | 3/4-inch Type A HMA (eq. PG 64-28 M) | The quantity of what the sample constitutes | JMF Verification |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Derrick |
| Last name of sampler or witnessed by | Curry | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | D77883 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Ward Lake Plant | |
| Transportation Laboratory (TL) Number | 001352 | 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 | 0 |
| Sublot number | 0 | 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: 2019-05-13-15
DIME Test ID: 2019-05-13-15-5
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: 2019-06-20
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Terry McCormick and D. Valasek
Date of test: 06/13/2019
| 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 | |
| 94.8 mm | 94.7 mm | 94.0 mm | 94.9 mm | 94.7 mm | 94.9 mm | |
| 3606.8 g | 3608.6 g | 3607.9 g | 3607.7 g | 3607.7 g | 3606.6 g | |
| 2015.3 g | 2022.2 g | 2018.4 g | 2014.4 g | 2018.9 g | 2011.2 g | |
| 3636.2 g | 3637.7 g | 3636.8 g | 3635.8 g | 3636.0 g | 3631.0 g | |
| 2.402 | 2.402 | 2.402 | 2.402 | 2.402 | 2.402 | |
| 3691.1 g | 3697.2 g | 3694.6 g | ||||
| 95.0 mm | 94.9 mm | 94.9 mm | ||||
| 277 mmHg | 234 mmHg | 243 mmHg | ||||
| 18 inHg | 20 inHg | 19 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1620.9 cm^3 | 1615.5 cm^3 | 1618.4 cm^3 | 1621.4 cm^3 | 1617.1 cm^3 | 1619.8 cm^3 | |
2.225 | 2.234 | 2.229 | 2.225 | 2.231 | 2.227 | |
7.4 % | 7.0 % | 7.2 % | 7.4 % | 7.1 % | 7.3 % | |
119.9 cm^3 | 113.1 cm^3 | 116.5 cm^3 | 120.0 cm^3 | 114.8 cm^3 | 118.2 cm^3 | |
3690.7 g | 3687.8 g | 3689.5 g | ||||
3702.7 g | 3699.1 g | 3701.1 g | ||||
1626.8 cm^3 | 1616.1 cm^3 | 1627.8 cm^3 | ||||
84.3 cm^3 | 88.6 cm^3 | 86.7 cm^3 | ||||
70 % | 78 % | 74 % | ||||
25052 N | 23669 N | 23705 N | 25132 N | 25444 N | 25742 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
18 | 24 | 21 | 19 | 22 | 25 | |
1 | 0 | 0 | 0 | 0 | 0 | |
1119 kPa | 1059 kPa | 1060 kPa | 1124 kPa | 1140 kPa | 1151 kPa | |
157 psi | 165 psi | |||||
0.95 | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/20/2019 ✔