Summary for Test 2022-07-11-60-6
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 993344 DEA: 022J3804 EFIS: 0221000072 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-3-R48.0/51.0 |
| Award Date | 12/20/2021 |
| Closeout Date | 07/27/2023 |
| Work Description | HMA OVERLAY AND REPLACE AC SURFACING. |
| Location Description | SISKIYOU COUNTY IN AND NEAR YREKA FROM 0.1 MILE SOUTH OF JUNIPER DRIVE TO 0.3 MILE NORTH OF CALAMITY LANE |
| QA Service Level | 1 (Verified on 11/01/2021) |
Sample Information
| Sample Taken Date | 07/11/2022 | Sample Unique Key | 60 |
|---|---|---|---|
| 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 | 07/11/2022 |
| Sample type | Acceptance | A brief description of the sample | 16 boxes of Lime Treated 1/2-inch Type A HMA (eq. PG 64-16) with 25.0% RAP and PG 58-22 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 | Clint | Last name of sampler or witnessed by | Rogers |
| Title of sampler | PEI Tech | Telephone number of sampler | |
| Laboratory sample identification | D79083 | Linked DIME Sample ID | 2022-07-11-58, 2022-07-11-59 |
| The fabricator/manufacturer/facility name | Tullis - Northstate Asphalt - Redding, CA | Transportation Laboratory (TL) Number | 891179 |
| 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
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DIME Sample ID: 2022-07-11-60
DIME Test ID: 2022-07-11-60-6
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: 2022-07-28
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Darrell Valasek
Date of test: 07/20/2022
| 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 | |
| 3765.6 g | 3765.1 g | 3765.6 g | 3764.3 g | 3765.3 g | 3765.2 g | |
| 2168.9 g | 2175.2 g | 2172.0 g | 2166.9 g | 2173.9 g | 2176.0 g | |
| 3796.2 g | 3799.3 g | 3796.5 g | 3795.6 g | 3799.6 g | 3796.2 g | |
| 2.499 | 2.499 | 2.499 | 2.499 | 2.499 | 2.499 | |
| 3851.6 g | 3852.9 g | 3849.3 g | ||||
| 2225.1 g | 2225.6 g | 2225.6 g | ||||
| 95 mm | 94.9 mm | 95 mm | ||||
| 241 mmHg | 192 mmHg | 202 mmHg | ||||
| 19 inHg | 22 inHg | 21 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1627.3 cm^3 | 1624.1 cm^3 | 1624.5 cm^3 | 1628.7 cm^3 | 1625.7 cm^3 | 1620.2 cm^3 | |
2.314 | 2.318 | 2.318 | 2.311 | 2.316 | 2.324 | |
7.4 % | 7.2 % | 7.2 % | 7.5 % | 7.3 % | 7.0 % | |
120.4 cm^3 | 116.9 cm^3 | 117.0 cm^3 | 122.2 cm^3 | 118.7 cm^3 | 113.4 cm^3 | |
3849.9 g | 3846.9 g | 3847.5 g | ||||
3861.9 g | 3858.6 g | 3859.2 g | ||||
1626.5 cm^3 | 1627.3 cm^3 | 1623.7 cm^3 | ||||
86 cm^3 | 87.8 cm^3 | 83.7 cm^3 | ||||
71 % | 75 % | 72 % | ||||
0 % | 0.2 % | 0 % | ||||
22161 N | 23171 N | 21770 N | 23509 N | 23909 N | 23633 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
13 | 15 | 17 | 27 | 23 | 20 | |
0 | 0 | 0 | 0 | 0 | 0 | |
990 kPa | 1036 kPa | 973 kPa | 1050 kPa | 1069 kPa | 1057 kPa | |
145 psi | 154 psi | |||||
0.94 | ||||||
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Test was verified on 7/28/2022 ✔