Summary for Test 2019-05-23-20-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 211775 DEA: 024E6504 EFIS: 0212000012 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-96-R52.5/88.4 |
| Award Date | 07/10/2017 |
| Closeout Date | 01/05/2021 |
| Work Description | WIDEN BRIDGES,POLYESTER CONC OVERLAY,COLD PLANE AC PVMT,HMA,GUARDRAIL |
| Location Description | SISKIYOU COUNTY NEAR SEIAD VALLEY AT VARIOUS LOCATIONS FROM 0.1 MILE WEST OF THOMPSON CREEK BRIDGE TO 0.2 MILE EAST OF BEAVER CREEK BRIDGE |
| QA Service Level | 1 (Verified on 08/23/2017) |
Sample Information
| Sample Taken Date | 05/23/2019 | Sample Unique Key | 20 |
|---|---|---|---|
| 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 | 05/23/2019 |
| Sample type | Verification | A brief description of the sample | 3/4-inch Type A HMA (eq. PG 64-28 M) with WMA |
| The quantity of what the sample constitutes | JMF Modification | 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 | D77888 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Fawndale Rock and Asphalt | Transportation Laboratory (TL) Number | 001376 |
| 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 | 0 |
| Sublot number | 0 | HMA Mix Number | Not set |
Test Details
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DIME Sample ID: 2019-05-23-20
DIME Test ID: 2019-05-23-20-5
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: 2019-07-02
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Darrell Valasek and D. Hickey
Date of test: 05/29/2019
| 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 | 94.9 mm | 94.0 mm | 95.0 mm | 94.9 mm | 94.9 mm | |
| 3839.3 g | 3839.3 g | 3839.4 g | 3839.5 g | 3840.2 g | 3840.1 g | |
| 2250.7 g | 2250.0 g | 2252.6 g | 2249.9 g | 2255.2 g | 2258.5 g | |
| 3870.0 g | 3870.4 g | 3870.1 g | 3874.5 g | 3871.5 g | 3876.5 g | |
| 2.555 | 2.555 | 2.555 | 2.555 | 2.555 | 2.555 | |
| 3927.9 g | 3925.4 g | 3926.3 g | ||||
| 2301.9 g | 2300.1 g | 2302.8 g | ||||
| 94.9 mm | 94.8 mm | 94.9 mm | ||||
| 209 mmHg | 214 mmHg | 225 mmHg | ||||
| 20 inHg | 20 inHg | 20 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1619.3 cm^3 | 1620.4 cm^3 | 1617.5 cm^3 | 1624.6 cm^3 | 1616.3 cm^3 | 1618.0 cm^3 | |
2.371 | 2.369 | 2.374 | 2.363 | 2.376 | 2.373 | |
7.2 % | 7.3 % | 7.1 % | 7.5 % | 7.0 % | 7.1 % | |
116.6 cm^3 | 118.3 cm^3 | 114.8 cm^3 | 121.8 cm^3 | 113.1 cm^3 | 114.9 cm^3 | |
3920.9 g | 3922.1 g | 3919.8 g | ||||
3932.6 g | 3933.9 g | 3931.2 g | ||||
1626.0 cm^3 | 1625.3 cm^3 | 1623.5 cm^3 | ||||
88.6 cm^3 | 86.1 cm^3 | 86.9 cm^3 | ||||
76 % | 73 % | 76 % | ||||
0.4 % | 0.3 % | 0.4 % | ||||
22428 N | 23820 N | 24777 N | 25462 N | 24425 N | 24590 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
11 | 14 | 16 | 11 | 15 | 14 | |
0 | 0 | 0 | 0 | 0 | 0 | |
1003 kPa | 1066 kPa | 1108 kPa | 1138 kPa | 1092 kPa | 1100 kPa | |
154 psi | 161 psi | |||||
0.96 | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/2/2019 ✔