Summary for Test 2020-10-20-36-6
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 213469 DEA: 024C40V4 EFIS: 0218000125 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-5-R3.8/R11.7 |
| Award Date | 11/06/2018 |
| Closeout Date | 08/16/2023 |
| Work Description | WIDEN TO 6 LANES, BRIDGE REPLACEMENT AND WIDENING AND ROADWAY REHAB |
| Location Description | SHASTA COUNTY IN AND NEAR ANDERSON FROM ROUTE 5/273 SEPARATION TO 0.4 MILE SOUTH OF CHURN CREEK ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 12/31/2018) |
Sample Information
| Sample Taken Date | 10/20/2020 | Sample Unique Key | 36 |
|---|---|---|---|
| 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 | 10/20/2020 |
| Sample type | Verification | A brief description of the sample | Lime Treated 3/4-inch RHMA-G (PG 64-16 CR) with WMA and Virgin Binder from Valero - Benicia |
| The quantity of what the sample constitutes | JMF 19-30-R01 | 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 | D78680 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | JF Shea Construction - Fawndale Rock and Asphalt - Redding, CA | Transportation Laboratory (TL) Number | 853472 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | RHMA-G |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | Not set |
Test Details
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DIME Sample ID: 2020-10-20-36
DIME Test ID: 2020-10-20-36-6
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: 2021-12-17
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Terry McCormick and D. Valasek
Date of test: 10/27/2020
| 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 | 94.7 mm | 94.8 mm | 94.7 mm | 94.7 mm | 94.8 mm | |
| 3726.3 g | 3726.2 g | 3726.2 g | 3723.7 g | 3724.7 g | 3726.5 g | |
| 2130.7 g | 2130.2 g | 2133.8 g | 2132.9 g | 2128.5 g | 2130.2 g | |
| 3749.1 g | 3748.9 g | 3750.3 g | 3748.0 g | 3751.2 g | 3748.8 g | |
| 2.480 | 2.480 | 2.480 | 2.480 | 2.480 | 2.480 | |
| 3808.8 g | 3810.6 g | 3813.3 g | ||||
| 2190.4 g | 2191.5 g | 2194.7 g | ||||
| 94.9 mm | 95 mm | 95 mm | ||||
| 198 mmHg | 207 mmHg | 252 mmHg | ||||
| 22 inHg | 22 inHg | 21 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1618.4 cm^3 | 1618.7 cm^3 | 1616.5 cm^3 | 1615.1 cm^3 | 1622.7 cm^3 | 1618.6 cm^3 | |
2.302 | 2.302 | 2.305 | 2.306 | 2.295 | 2.302 | |
7.2 % | 7.2 % | 7.1 % | 7.0 % | 7.5 % | 7.2 % | |
116.5 cm^3 | 116.5 cm^3 | 114.8 cm^3 | 113.1 cm^3 | 121.7 cm^3 | 116.5 cm^3 | |
3807.9 g | 3807.8 g | 3806.6 g | ||||
3819.5 g | 3819.4 g | 3818 g | ||||
1618.4 cm^3 | 1619.1 cm^3 | 1618.6 cm^3 | ||||
82.5 cm^3 | 84.4 cm^3 | 87.1 cm^3 | ||||
71 % | 72 % | 76 % | ||||
0 % | 0 % | 0.1 % | ||||
15475 N | 15177 N | 15498 N | 15346 N | 14590 N | 16636 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
47 | 53 | 50 | 29 | 34 | 28 | |
0 | 0 | 0 | 0 | 0 | 0 | |
692 kPa | 678 kPa | 692 kPa | 688 kPa | 654 kPa | 745 kPa | |
100 psi | 101 psi | |||||
0.99 | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/17/2021 ✔