Summary for Test 2021-10-27-9-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 215704 DEA: 020J9104 EFIS: 0219000174 |
|---|---|
| DIST-CO-RTE-PM | 02-LAS,MOD,SHA-89,139,299-VAR |
| Award Date | 06/03/2021 |
| Closeout Date | 08/08/2022 |
| Work Description | REPAIR UNSOUND CONCRETE, POLYESTER CONCRETE OVERLAYS, JOINT SEALS. |
| Location Description | LASSEN, MODOC, AND SHASTA COUNTIES AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 05/03/2021) |
Sample Information
| Sample Taken Date | 10/27/2021 | Sample Unique Key | 9 |
|---|---|---|---|
| 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 | 10/27/2021 |
| Sample type | Acceptance | A brief description of the sample | Lime Treated 3/4-inch Type A HMA (eq. PG 64-28 M) with 23.6% RAP and virgin PG 58-34 M binder 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 | Cindy | Last name of sampler or witnessed by | Bryant |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | D78966 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | JF Shea Construction - Fawndale Rock and Asphalt - Redding, CA | Transportation Laboratory (TL) Number | 875742 |
| 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 | 3/4 inch | Lot number | Unknown |
| Sublot number | Unknown | HMA Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-10-27-9
DIME Test ID: 2021-10-27-9-5
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: 2021-11-18
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Darrell Valasek
Date of test: 11/03/2021
| 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 | |
| 94.7 mm | 94.9 mm | 94.8 mm | 94.7 mm | 94.8 mm | 94.8 mm | |
| 3931.9 g | 3928.6 g | 3931.1 g | 3931.8 g | 3929.3 g | 3928.7 g | |
| 2347.1 g | 2348.4 g | 2342.3 g | 2342.0 g | 2337.3 g | 2348.4 g | |
| 3966.8 g | 3965.7 g | 3963.8 g | 3960.2 g | 3957.5 g | 3964.6 g | |
| 2.604 | 2.604 | 2.604 | 2.604 | 2.604 | 2.604 | |
| 4009.9 g | 4013.6 g | 4011.1 g | ||||
| 2386.3 g | 2392.8 g | 2383.5 g | ||||
| 94.8 mm | 94.9 mm | 94.8 mm | ||||
| 212 mmHg | 178 mmHg | 224 mmHg | ||||
| 21 inHg | 22 inHg | 21 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1619.7 cm^3 | 1617.3 cm^3 | 1621.5 cm^3 | 1618.2 cm^3 | 1620.2 cm^3 | 1616.2 cm^3 | |
2.428 | 2.429 | 2.424 | 2.430 | 2.425 | 2.431 | |
6.8 % | 6.7 % | 6.9 % | 6.7 % | 6.9 % | 6.6 % | |
110.1 cm^3 | 108.4 cm^3 | 111.9 cm^3 | 108.4 cm^3 | 111.8 cm^3 | 106.7 cm^3 | |
4009 g | 4004.5 g | 4009.4 g | ||||
4020 g | 4015.3 g | 4020.6 g | ||||
1623.6 cm^3 | 1620.8 cm^3 | 1627.6 cm^3 | ||||
78 cm^3 | 85 cm^3 | 80 cm^3 | ||||
71 % | 78 % | 71 % | ||||
0.2 % | 0.2 % | 0.4 % | ||||
23571 N | 23869 N | 25635 N | 24234 N | 26645 N | 25844 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
26 | 23 | 23 | 21 | 27 | 24 | |
0 | 0 | 0 | 0 | 0 | 0 | |
1055 kPa | 1067 kPa | 1148 kPa | 1086 kPa | 1193 kPa | 1157 kPa | |
158 psi | 166 psi | |||||
0.95 | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/18/2021 ✔