Summary for Test 2019-04-29-24-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 213720 DEA: 024H2004 EFIS: 0218000094 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-89-26.3/29.2 |
| Award Date | 12/19/2018 |
| Closeout Date | 08/06/2019 |
| Work Description | PAVEMENT OVERLAY |
| Location Description | SHASTA COUNTY ABOUT 10 MILES NORTH OF BURNEY FROM 0.3 MILE NORTH OF CLARK CREEK ROAD TO LAKE BRITTON BRIDGE |
| QA Service Level | 1 (Verified on 01/04/2019) |
Sample Information
| Sample Taken Date | 04/29/2019 | Sample Unique Key | 24 |
|---|---|---|---|
| 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 | 04/30/2019 |
| Sample type | Verification | A brief description of the sample | 1/2-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 | Cindy | Last name of sampler or witnessed by | Bryant |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | D77858 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Shaw Pit Facility | Transportation Laboratory (TL) Number | 827786 |
| 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 | 1/2 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: 2019-04-29-24
DIME Test ID: 2019-04-29-24-5
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: 2019-06-06
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: D. Valasek and T. McCormick
Date of test: 05/06/2019
| 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 | |
| 94.9 mm | 94.9 mm | 94.0 mm | 94.9 mm | 94.9 mm | 94.9 mm | |
| 3710.3 g | 3710.1 g | 3710.0 g | 3707.5 g | 3709.5 g | 3710.1 g | |
| 2112.7 g | 2114.9 g | 2113.0 g | 2114.4 g | 2114.7 g | 2116.1 g | |
| 3735.9 g | 3738.0 g | 3739.7 g | 3735.3 g | 3736.5 g | 3738.8 g | |
| 2.449 | 2.449 | 2.449 | 2.449 | 2.449 | 2.449 | |
| 3791.8 g | 3792.8 g | 3795.1 g | ||||
| 2167.8 g | 2167.4 g | 2168.4 g | ||||
| 95.2 mm | 95.4 mm | 95.3 mm | ||||
| 180 mmHg | 175 mmHg | 187 mmHg | ||||
| 22 inHg | 22 inHg | 21 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1623.2 cm^3 | 1623.1 cm^3 | 1626.7 cm^3 | 1620.9 cm^3 | 1621.8 cm^3 | 1622.7 cm^3 | |
2.286 | 2.286 | 2.281 | 2.287 | 2.287 | 2.286 | |
6.7 % | 6.7 % | 6.9 % | 6.6 % | 6.6 % | 6.7 % | |
108.8 cm^3 | 108.7 cm^3 | 112.2 cm^3 | 107.0 cm^3 | 107.0 cm^3 | 108.7 cm^3 | |
3786.5 g | 3786.2 g | 3788.5 g | ||||
3797.3 g | 3797.1 g | 3799.8 g | ||||
1624.0 cm^3 | 1625.4 cm^3 | 1626.7 cm^3 | ||||
81.5 cm^3 | 82.7 cm^3 | 85.1 cm^3 | ||||
75 % | 76 % | 76 % | ||||
0.0 % | 0.1 % | 0.0 % | ||||
21867 N | 21801 N | 23967 N | 25640 N | 27019 N | 26720 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
12 | 23 | 25 | 22 | 19 | 25 | |
0 | 0 | 0 | 0 | 0 | 0 | |
975 kPa | 970 kPa | 1067 kPa | 1147 kPa | 1208 kPa | 1195 kPa | |
146 psi | 172 psi | |||||
0.85 | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/6/2019 ✔