Summary for Test 2022-08-11-54-5
Test performed: AASHTO T283-14Project Information
Project Identifiers | Project ID: 993439 DEA: 022J4204 EFIS: 0221000076 |
---|---|
DIST-CO-RTE-PM | 02-TRI-3-R26.3/29.8 |
Award Date | 02/07/2022 |
Closeout Date | 10/06/2022 |
Work Description | HMA OVERLAY AND REPLACE AC SURFACING. |
Location Description | TRINITY COUNTY NEAR DOUGLAS CITY FROM BROWNS CREEK BRIDGE TO READING CREEK BRIDGE |
QA Service Level | 1 (Verified on 12/13/2021) |
Sample Information
Sample Taken Date | 08/11/2022 | Sample Unique Key | 54 |
---|---|---|---|
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 | 08/11/2022 |
Sample type | Acceptance | A brief description of the sample | 12 boxes of Lime Treated 3/8-inch Type A HMA with 25% RAP and virgin PG 58-34 M from Valero – Benicia |
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 | JD | Last name of sampler or witnessed by | Atkinson |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | D79124 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Tullis – Northstate Asphalt (Redding, CA) | Transportation Laboratory (TL) Number | 858101 |
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 | 3/8 inch | Lot number | |
Sublot number | HMA Mix Number | Not set |
Test Details
DIME Sample ID: 2022-08-11-54
DIME Test ID: 2022-08-11-54-5
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: 2022-08-26
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Colt Sweeny and Darrell Valasek
Date of test: 08/23/2022
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 | 94.9 mm | 95.0 mm | 94.9 mm | 94.9 mm | |
3749.8 g | 3750.2 g | 3750.8 g | 3750.3 g | 3750.3 g | 3750.2 g | |
2137.4 g | 2141.5 g | 2143.4 g | 2141.2 g | 2143.4 g | 2141.6 g | |
3774.4 g | 3777.6 g | 3774.8 g | 3773.6 g | 3778.0 g | 3774.8 g | |
2.474 | 2.474 | 2.474 | 2.474 | 2.474 | 2.474 | |
3834.8 g | 3834.5 g | 3841.9 g | ||||
2196.0 g | 2199.2 g | 2211.3 g | ||||
95.1 mm | 95 mm | 95 mm | ||||
179 mmHg | 173 mmHg | 108 mmHg | ||||
22 inHg | 22 inHg | 25 inHg | ||||
5 minutes | 5 minutes | 5 minutes | ||||
1637.0 cm^3 | 1636.1 cm^3 | 1631.4 cm^3 | 1632.4 cm^3 | 1634.6 cm^3 | 1633.2 cm^3 | |
2.291 | 2.292 | 2.299 | 2.297 | 2.294 | 2.296 | |
7.4 % | 7.4 % | 7.1 % | 7.2 % | 7.3 % | 7.2 % | |
121.1 cm^3 | 121.1 cm^3 | 115.8 cm^3 | 117.5 cm^3 | 119.3 cm^3 | 117.6 cm^3 | |
3834.6 g | 3835 g | 3831.9 g | ||||
3846.7 g | 3847.1 g | 3843.4 g | ||||
1638.8 cm^3 | 1635.3 cm^3 | 1630.6 cm^3 | ||||
85 cm^3 | 84.3 cm^3 | 91.1 cm^3 | ||||
70 % | 70 % | 79 % | ||||
0.1 % | 0 % | 0 % | ||||
18594 N | 18749 N | 19256 N | 20546 N | 19719 N | 20795 N | |
1 | 1 | 1 | 0 | 0 | 0 | |
17 | 20 | 12 | 25 | 22 | 28 | |
0 | 0 | 0 | 1 | 1 | 0 | |
830 kPa | 838 kPa | 860 kPa | 918 kPa | 882 kPa | 930 kPa | |
122 psi | 132 psi | |||||
0.92 |
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/26/2022 ✔