Summary for Test 2019-06-11-22-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 212562 DEA: 024G5504 EFIS: 0214000036 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-5-2.7/R11.4 |
| Award Date | 03/12/2018 |
| Closeout Date | 10/05/2020 |
| Work Description | RECONSTRUCT WITH HMA AND PCC, WIDEN STRUCTURE AND UPGRADE RAILS |
| Location Description | SISKIYOU COUNTY IN AND NEAR DUNSMUIR FROM SACRAMENTO RIVER BRIDGE TO 0.6 MILE SOUTH OF NORTH MOUNT SHASTA UNDERPASS |
| QA Service Level | 1 (Verified on 04/04/2018) |
Sample Information
| Sample Taken Date | 06/11/2019 | Sample Unique Key | 22 |
|---|---|---|---|
| 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 | 06/12/2019 |
| Sample type | Verification | A brief description of the sample | 3/4-inch Type A HMA (eq. PG 64-28 M) |
| The quantity of what the sample constitutes | JMF Renewal | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | John | Last name of sampler or witnessed by | Carmichael |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D77928 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Fawndale Rock and Asphalt | Transportation Laboratory (TL) Number | 991052 |
| 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 | 0 |
| Sublot number | 0 | 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
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DIME Sample ID: 2019-06-11-22
DIME Test ID: 2019-06-11-22-5
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: 2019-07-26
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: D. Valasek and T. McCormick
Date of test: 06/21/2019
| 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 | 94.9 mm | 94.0 mm | 94.9 mm | 94.9 mm | 94.9 mm | |
| 3829.3 g | 3830.3 g | 3829.9 g | 3830.2 g | 3829.4 g | 3829.8 g | |
| 2245.3 g | 2251.0 g | 2244.5 g | 2245.6 g | 2245.2 g | 2250.6 g | |
| 3861.0 g | 3869.5 g | 3863.4 g | 3861.2 g | 3867.2 g | 3864.8 g | |
| 2.553 | 2.553 | 2.553 | 2.553 | 2.553 | 2.553 | |
| 3914.4 g | 3917.3 g | 3916.4 g | ||||
| 2296.5 g | 2296.7 g | 2296.1 g | ||||
| 95.0 mm | 94.9 mm | 95.0 mm | ||||
| 177 mmHg | 190 mmHg | 166 mmHg | ||||
| 22 inHg | 24 inHg | 15 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1615.7 cm^3 | 1618.5 cm^3 | 1618.9 cm^3 | 1615.6 cm^3 | 1622.0 cm^3 | 1614.2 cm^3 | |
2.370 | 2.367 | 2.366 | 2.371 | 2.361 | 2.373 | |
7.2 % | 7.3 % | 7.3 % | 7.1 % | 7.5 % | 7.1 % | |
116.3 cm^3 | 118.2 cm^3 | 118.2 cm^3 | 114.7 cm^3 | 121.7 cm^3 | 114.6 cm^3 | |
3910.7 g | 3913.0 g | 3912.6 g | ||||
3922.3 g | 3924.9 g | 3924.5 g | ||||
1617.9 cm^3 | 1620.6 cm^3 | 1620.3 cm^3 | ||||
85.1 cm^3 | 87.0 cm^3 | 86.5 cm^3 | ||||
73 % | 74 % | 73 % | ||||
0.1 % | 0.1 % | 0.1 % | ||||
32681 N | 34478 N | 34314 N | 34487 N | 32757 N | 34572 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
22 | 24 | 15 | 29 | 28 | 35 | |
0 | 0 | 0 | 0 | 0 | 0 | |
1460 kPa | 1542 kPa | 1533 kPa | 1542 kPa | 1465 kPa | 1546 kPa | |
219 psi | 220 psi | |||||
1 | ||||||
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Test was verified on 7/26/2019 ✔