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 | 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 |
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
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 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 ✔