Summary for Test 2022-09-09-50-4
Test performed: AASHTO T283-14Project Information
Project Identifiers | Project ID: 993505 DEA: 022J4404 EFIS: 0221000078 |
---|---|
DIST-CO-RTE-PM | 02-LAS-139-38.0/43.0 |
Award Date | 03/07/2022 |
Closeout Date | 05/24/2023 |
Work Description | REPLACE AC SURFACING, ASPHALT RUBBER BINDER, SEAL COAT & HMA OVERLAY. |
Location Description | LASSEN COUNTY ABOUT 37 MILES NORTH OF SUSANVILLE FROM 4.3 MILES NORTH OF SOUTH GRASSHOPPER ROAD TO 0. 2 MILE SOUTH OF TERMO GRASSHOPPER ROAD |
QA Service Level | 1 (Verified on 01/18/2022) |
Sample Information
Sample Taken Date | 09/09/2022 | Sample Unique Key | 50 |
---|---|---|---|
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 | 09/09/2022 |
Sample type | Acceptance | A brief description of the sample | 16 boxes of Lime Treated 1/2-inch Type A HMA (eq. PG 64-28 M) with 25.0% RAP and virgin PG 58-34 M binder from Albina (Klamath Falls, OR) |
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 | Joe | Last name of sampler or witnessed by | Delgado |
Title of sampler | Consultant | Telephone number of sampler | |
Laboratory sample identification | D79155 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Hat Creek Construction and Materials – Shaw Pit Facility (Lookout, CA) | Transportation Laboratory (TL) Number | 841607 |
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 | |
Sublot number | HMA Mix Number | Not set |
Test Details
DIME Sample ID: 2022-09-09-50
DIME Test ID: 2022-09-09-50-4
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: 2022-09-29
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Colt Sweeny and Darrell Valasek
Date of test: 09/14/2022
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 | 94.9 mm | 95.0 mm | 95.0 mm | 94.9 mm | 94.9 mm | |
3688.0 g | 3689.4 g | 3689.1 g | 3688.5 g | 3688.1 g | 3689.2 g | |
2082.5 g | 2091.5 g | 2086.7 g | 2087.8 g | 2089.0 g | 2083.9 g | |
3711.9 g | 3715.0 g | 3712.4 g | 3713.2 g | 3711.7 g | 3711.3 g | |
2.434 | 2.434 | 2.434 | 2.434 | 2.434 | 2.434 | |
3768.9 g | 3764.6 g | 3768.7 g | ||||
2138.1 g | 2141.9 g | 2142.9 g | ||||
95.4 mm | 95.3 mm | 95.4 mm | ||||
256 mmHg | 186 mmHg | 197 mmHg | ||||
20 inHg | 22 inHg | 21 inHg | ||||
5 minutes | 5 minutes | 5 minutes | ||||
1629.4 cm^3 | 1623.5 cm^3 | 1625.7 cm^3 | 1625.4 cm^3 | 1622.7 cm^3 | 1627.4 cm^3 | |
2.263 | 2.272 | 2.269 | 2.269 | 2.273 | 2.267 | |
7.0 % | 6.7 % | 6.8 % | 6.8 % | 6.6 % | 6.9 % | |
114.1 cm^3 | 108.8 cm^3 | 110.5 cm^3 | 110.5 cm^3 | 107.1 cm^3 | 112.3 cm^3 | |
3767.9 g | 3765.6 g | 3766.4 g | ||||
3779.3 g | 3776.4 g | 3777.5 g | ||||
1630.8 cm^3 | 1622.7 cm^3 | 1625.8 cm^3 | ||||
80.9 cm^3 | 75.2 cm^3 | 79.6 cm^3 | ||||
71 % | 69 % | 72 % | ||||
0.1 % | 0 % | 0 % | ||||
20244 N | 20653 N | 20711 N | 25600 N | 26360 N | 25617 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
24 | 21 | 22 | 26 | 35 | 29 | |
0 | 0 | 1 | 2 | 0 | 0 | |
901 kPa | 920 kPa | 921 kPa | 1144 kPa | 1179 kPa | 1146 kPa | |
133 psi | 168 psi | |||||
0.79 |
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/29/2022 ✔