Summary for Test 2024-07-22-90-4
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 994636 DEA: 022J9604 EFIS: 0221000153 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-5-VAR |
| Award Date | 05/25/2023 |
| Closeout Date | 01/24/2025 |
| Work Description | PLACE POLYESTER CONCRETE OVERLAY, HMA (TYPE A), & REPLACE JOINT SEALS. |
| Location Description | SISKIYOU COUNTY AT VARIOUS LOCATIONS FROM OAK STREET UNDERCROSSING TO KLAMATH RIVER BRIDGE AND SEPARATION BRIDGE NO. 02-0134R |
| QA Service Level | 1 (Verified on 08/07/2023) |
Sample Information
| Sample Taken Date | 07/22/2024 | Sample Unique Key | 90 |
|---|---|---|---|
| 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 | 07/22/2024 |
| Sample type | Production Start-Up | A brief description of the sample | 16 boxes of Lime Treated 3/4-inch Type A HMA with 20.8% RAP and virgin PG 58-34 M binder from Valero (Benicia, CA) |
| 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 | Giuliano | Last name of sampler or witnessed by | Giuntoli |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | D79652 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | J F Shea Construction Inc - Fawndale Rock and Asphalt - Redding CA | Transportation Laboratory (TL) Number | 858052 |
| 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 | |
| Sublot number | HMA Mix Number | ||
| 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: 2024-07-22-90
DIME Test ID: 2024-07-22-90-4
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: 2024-09-09
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Josh Murphy
Date of test: 08/05/2024
| 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 | |
| 94.8 mm | 94.9 mm | 94.9 mm | 94.8 mm | 94.9 mm | 94.9 mm | |
| 4015.6 g | 4015.4 g | 4016.1 g | 4015.7 g | 4015.5 g | 3986.5 g | |
| 2426.9 g | 2422.8 g | 2427.3 g | 2423.8 g | 2428.6 g | 2400.8 g | |
| 4043.3 g | 4043.1 g | 4043.4 g | 4038.7 g | 4042.8 g | 4016.1 g | |
| 2.659 | 2.659 | 2.659 | 2.659 | 2.659 | 2.659 | |
| 4094.0 g | 4094.6 g | 4097.5 g | ||||
| 0.0 g | 0.0 g | 0.0 g | ||||
| 94.9 mm | 95.0 mm | 94.9 mm | ||||
| 118 mmHg | 124 mmHg | 105 mmHg | ||||
| 25 inHg | 14 inHg | 25 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1616.4 cm^3 | 1620.3 cm^3 | 1616.1 cm^3 | 1614.9 cm^3 | 1614.2 cm^3 | 1615.3 cm^3 | |
2.484 | 2.478 | 2.485 | 2.487 | 2.488 | 2.468 | |
6.6 % | 6.8 % | 6.5 % | 6.5 % | 6.4 % | 7.2 % | |
106.7 cm^3 | 110.2 cm^3 | 105.0 cm^3 | 105.0 cm^3 | 103.3 cm^3 | 116.3 cm^3 | |
4090.3 g | 4092.5 g | 4089.6 g | ||||
4101.0 g | 4103.6 g | 4100.1 g | ||||
0.0 cm^3 | 0.0 cm^3 | 0.0 cm^3 | ||||
78.4 cm^3 | 79.2 cm^3 | 81.4 cm^3 | ||||
73 % | 72 % | 78 % | ||||
0.0 % | 0.0 % | 0.0 % | ||||
20787 N | 18487 N | 21827 N | 21836 N | 20902 N | 19523 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
10 | 12 | 10 | 18 | 19 | 20 | |
0 | 0 | 0 | 0 | 0 | 0 | |
930 kPa | 826 kPa | 976 kPa | 978 kPa | 935 kPa | 873 kPa | |
132 psi | 135 psi | |||||
0.98 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=135 psi, S2=135 psi, TSR=98%
Test was verified on 9/9/2024 ✔