Summary for Test 2021-03-04-28-6
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 213700 DEA: 020H9004 EFIS: 0215000077 |
|---|---|
| DIST-CO-RTE-PM | 02-BUT-70-41.9/42.3 |
| Award Date | 05/07/2020 |
| Closeout Date | 11/01/2021 |
| Work Description | REMOVE CULVERTS AND CONSTRUCT BRIDGE |
| Location Description | BUTTE COUNTY NEAR PULGA FROM 2.5 MILES WEST OF PENSTOCK UNDERCROSSING TO 2.1 MILES WEST OF PENSTOCK UNDERCROSSING |
| QA Service Level | 1 (Verified on 01/03/2019) |
Sample Information
| Sample Taken Date | 03/04/2021 | Sample Unique Key | 28 |
|---|---|---|---|
| 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 | 03/05/2021 |
| Sample type | Department Acceptance | A brief description of the sample | Treated 3/4-inch Type A HMA (eq. PG 64-28 M) w/ 15.0 RAP |
| The quantity of what the sample constitutes | Production Start-Up Evaluation | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Monte | Last name of sampler or witnessed by | Spencer |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D78751 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Knife River Construction - Orland Plant | Transportation Laboratory (TL) Number | 896988 |
| 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 | |
| Sublot number | 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
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: 2021-03-04-28
DIME Test ID: 2021-03-04-28-6
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: 2021-04-26
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Darrell Valasek
Date of test: 03/12/2021
| 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 | 94.8 mm | 94.8 mm | 94.9 mm | 94.8 mm | 94.8 mm | |
| 3826.3 g | 3826.7 g | 3826.7 g | 3825.8 g | 3824.9 g | 3825.5 g | |
| 2243.0 g | 2247.8 g | 2244.4 g | 2240.0 g | 2242.4 g | 2248.4 g | |
| 3858.3 g | 3860.2 g | 3858.2 g | 3857.7 g | 3854.3 g | 3858.7 g | |
| 2.555 | 2.555 | 2.555 | 2.555 | 2.555 | 2.555 | |
| 3908.8 g | 3914.4 g | 3908.3 g | ||||
| 2288.0 g | 2296.4 g | 2288.2 g | ||||
| 94.9 mm | 94.9 mm | 94.9 mm | ||||
| 203 mmHg | 177 mmHg | 178 mmHg | ||||
| 21 inHg | 22 inHg | 22 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1615.3 cm^3 | 1612.4 cm^3 | 1613.8 cm^3 | 1617.7 cm^3 | 1611.9 cm^3 | 1610.3 cm^3 | |
2.369 | 2.373 | 2.371 | 2.365 | 2.373 | 2.376 | |
7.3 % | 7.1 % | 7.2 % | 7.4 % | 7.1 % | 7.0 % | |
117.9 cm^3 | 114.5 cm^3 | 116.2 cm^3 | 119.7 cm^3 | 114.4 cm^3 | 112.7 cm^3 | |
3908.8 g | 3906.9 g | 3908.0 g | ||||
3920.6 g | 3918.3 g | 3919.7 g | ||||
1620.8 cm^3 | 1618.0 cm^3 | 1620.1 cm^3 | ||||
82.5 cm^3 | 87.7 cm^3 | 81.6 cm^3 | ||||
70 % | 77 % | 70 % | ||||
0.3 % | 0.3 % | 0.4 % | ||||
22077 N | 22566 N | 22294 N | 22824 N | 22557 N | 23006 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
21 | 18 | 17 | 44 | 40 | 35 | |
0 | 0 | 0 | 0 | 0 | 0 | |
987 kPa | 1009 kPa | 997 kPa | 1021 kPa | 1010 kPa | 1030 kPa | |
145 psi | 148 psi | |||||
0.98 | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/26/2021 ✔