Summary for Test 2020-03-10-19-6
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 213469 DEA: 024C40V4 EFIS: 0218000125 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-5-R3.8/R11.7 |
| Award Date | 11/06/2018 |
| Closeout Date | 08/16/2023 |
| Work Description | WIDEN TO 6 LANES, BRIDGE REPLACEMENT AND WIDENING AND ROADWAY REHAB |
| Location Description | SHASTA COUNTY IN AND NEAR ANDERSON FROM ROUTE 5/273 SEPARATION TO 0.4 MILE SOUTH OF CHURN CREEK ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 12/31/2018) |
Sample Information
| Sample Taken Date | 03/10/2020 | Sample Unique Key | 19 |
|---|---|---|---|
| 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 | 03/10/2020 |
| Sample type | Verification | A brief description of the sample | 1/2-inch Type A HMA (PG 64-10 Rich Bottom) |
| The quantity of what the sample constitutes | JMF Modification/Production Start-Up Evaluation | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Karen | Last name of sampler or witnessed by | Spliethof |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D78336 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Fawndale Rock and Asphalt - Redding, CA | Transportation Laboratory (TL) Number | 001692 |
| 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 | 1/2 inch | Lot number | Unknown |
| Sublot number | Unknown | HMA Mix Number | Not set |
Test Details
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DIME Sample ID: 2020-03-10-19
DIME Test ID: 2020-03-10-19-6
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: 2020-04-03
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Darrell Valasek
Date of test: 03/18/2020
| 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 | 95.0 mm | 95.0 mm | 95.0 mm | |
| 3825.9 g | 3825.0 g | 3827.1 g | 3826.9 g | 3827.1 g | 3827.2 g | |
| 2203.5 g | 2207.6 g | 2206.3 g | 2209.2 g | 2203.9 g | 2208.2 g | |
| 3834.7 g | 3835.3 g | 3837.8 g | 3836.3 g | 3837.0 g | 3836.9 g | |
| 2.515 | 2.515 | 2.515 | 2.515 | 2.515 | 2.515 | |
| 3903.8 g | 3900.1 g | 3905.2 g | ||||
| 2271.6 g | 2272.5 g | 2273.0 g | ||||
| 95.1 mm | 95 mm | 95 mm | ||||
| 154 mmHg | 131 mmHg | 153 mmHg | ||||
| 23 inHg | 24 inHg | 23 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1631.2 cm^3 | 1627.7 cm^3 | 1631.5 cm^3 | 1627.1 cm^3 | 1633.1 cm^3 | 1628.7 cm^3 | |
2.345 | 2.350 | 2.346 | 2.352 | 2.343 | 2.350 | |
6.8 % | 6.6 % | 6.7 % | 6.5 % | 6.8 % | 6.6 % | |
110.9 cm^3 | 107.4 cm^3 | 109.3 cm^3 | 105.8 cm^3 | 111.1 cm^3 | 107.5 cm^3 | |
3903.5 g | 3900.2 g | 3903.6 g | ||||
3914.6 g | 3910.9 g | 3914.5 g | ||||
1632.2 cm^3 | 1627.6 cm^3 | 1632.2 cm^3 | ||||
77.9 cm^3 | 75.1 cm^3 | 78.1 cm^3 | ||||
70 % | 70 % | 71 % | ||||
0.1 % | 0 % | 0 % | ||||
24821 N | 22882 N | 22962 N | 24301 N | 22815 N | 23544 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
26 | 26 | 21 | 29 | 35 | 33 | |
0 | 0 | 0 | 1 | 0 | 0 | |
1108 kPa | 1022 kPa | 1026 kPa | 1086 kPa | 1019 kPa | 1052 kPa | |
153 psi | 153 psi | |||||
1 | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/3/2020 ✔