Summary for Test 2020-10-08-52-6
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 214190 DEA: 024G41U4 EFIS: 0218000047 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS,SIS-5-Var |
| Award Date | 08/26/2019 |
| Closeout Date | 11/24/2021 |
| Work Description | REPLACE REINFORCED CONCRETE BRIDGES & CONSTRUCT RETAINING WALL. |
| Location Description | SHASTA AND SISKIYOU COUNTIES ABOUT 7 MILES NORTH OF POLLARD FLAT FROM 0.8 MILE SOUTH TO 0.7 MILE NORTH OF SIMS ROAD UNDERCROSSING AND FROM 0.6 MILE SOUTH OF CASTLE CRAGS DRIVE UNDERCROSSING TO 0.2 MILE SOUTH OF SOUTH DUNSMUIR UNDERCROSSING |
| QA Service Level | 1 (Verified on 07/09/2019) |
Sample Information
| Sample Taken Date | 10/08/2020 | Sample Unique Key | 52 |
|---|---|---|---|
| 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 | 10/08/2020 |
| Sample type | Verification | A brief description of the sample | Lime Treated 3/4-inch Type A HMA (eq. PG 64-28 M) with 23.6% RAP and virgin PG 58-34 M binder from Valero - Benicia |
| The quantity of what the sample constitutes | JMF 18-03-R05m | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Randy | Last name of sampler or witnessed by | Bibbins |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D78659 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | JF Shea Construction - Fawndale Rock and Asphalt - Redding, CA | Transportation Laboratory (TL) Number | 779351 |
| 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 | |
| Sublot number | HMA Mix Number | Not set |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2020-10-08-52
DIME Test ID: 2020-10-08-52-6
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: 2021-12-23
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Terry McCormick and D. Valasek
Date of test: 10/13/2020
| 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 | |
| 94.8 mm | 94.8 mm | 94.8 mm | 94.8 mm | 94.8 mm | 94.8 mm | |
| 3870.1 g | 3869.4 g | 3871.3 g | 3872.7 g | 3870.4 g | 3873.7 g | |
| 2290.1 g | 2285.9 g | 2284.7 g | 2286.2 g | 2283.3 g | 2288.2 g | |
| 3905.9 g | 3906.7 g | 3903.8 g | 3904.0 g | 3904.5 g | 3908.2 g | |
| 2.564 | 2.564 | 2.564 | 2.564 | 2.564 | 2.564 | |
| 3951.4 g | 3953.6 g | 3953.4 g | ||||
| 2335.3 g | 2332.8 g | 2334.3 g | ||||
| 94.9 mm | 94.9 mm | 94.8 mm | ||||
| 99 mmHg | 149 mmHg | 119 mmHg | ||||
| 25 inHg | 23 inHg | 24 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1615.8 cm^3 | 1620.8 cm^3 | 1619.1 cm^3 | 1617.8 cm^3 | 1621.2 cm^3 | 1620.0 cm^3 | |
2.395 | 2.387 | 2.391 | 2.394 | 2.387 | 2.391 | |
6.6 % | 6.9 % | 6.7 % | 6.6 % | 6.9 % | 6.7 % | |
106.6 cm^3 | 111.8 cm^3 | 108.5 cm^3 | 106.8 cm^3 | 111.9 cm^3 | 108.5 cm^3 | |
3944.7 g | 3947.7 g | 3947.3 g | ||||
3955.4 g | 3958.8 g | 3958.1 g | ||||
1616.1 cm^3 | 1620.8 cm^3 | 1619.1 cm^3 | ||||
81.3 cm^3 | 84.2 cm^3 | 82.1 cm^3 | ||||
76 % | 75 % | 76 % | ||||
0 % | 0 % | 0 % | ||||
26436 N | 25533 N | 27383 N | 31387 N | 30897 N | 32485 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
25 | 31 | 28 | 31 | 29 | 27 | |
0 | 0 | 0 | 0 | 0 | 0 | |
1182 kPa | 1142 kPa | 1226 kPa | 1405 kPa | 1383 kPa | 1454 kPa | |
172 psi | 205 psi | |||||
0.84 | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/23/2021 ✔