Summary for Test 2020-05-05-27-5
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 | 05/05/2020 | Sample Unique Key | 27 |
|---|---|---|---|
| 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 | 05/06/2020 |
| Sample type | Department Acceptance | A brief description of the sample | 3/4-inch RHMA-G (PG 64-16 CR) 1.0 Lime |
| The quantity of what the sample constitutes | 10k/25k/50k tons | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Jesse | Last name of sampler or witnessed by | Gomez |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D78418 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Fawndale Rock and Asphalt, Redding, CA | Transportation Laboratory (TL) Number | 036434 |
| 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 | RHMA-G |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | Unknown |
| Sublot number | Unknown | 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: 2020-05-05-27
DIME Test ID: 2020-05-05-27-5
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: 2020-06-25
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Valasek, Hickey, McCormick
Date of test: 06/15/2020
| 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 | |
| 95.0 mm | 94.9 mm | 94.8 mm | 94.9 mm | 94.9 mm | 94.9 mm | |
| 3718.8 g | 3721.4 g | 3721.6 g | 3719.2 g | 3720.1 g | 3719.5 g | |
| 2126.0 g | 2128.8 g | 2131.7 g | 2129.3 g | 2130.3 g | 2125.9 g | |
| 3741.0 g | 3744.0 g | 3746.3 g | 3741.7 g | 3743.7 g | 3743.5 g | |
| 2.475 | 2.475 | 2.475 | 2.475 | 2.475 | 2.475 | |
| 3801.6 g | 3807.3 g | 3809.0 g | ||||
| 2185.9 g | 2189.7 g | 2193.6 g | ||||
| 95.0 mm | 94.9 mm | 94.8 mm | ||||
| 184 mmHg | 158 mmHg | 172 mmHg | ||||
| 22 inHg | 23 inHg | 22 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1615.0 cm^3 | 1615.2 cm^3 | 1614.6 cm^3 | 1612.4 cm^3 | 1613.4 cm^3 | 1617.6 cm^3 | |
2.303 | 2.304 | 2.305 | 2.307 | 2.306 | 2.299 | |
6.9 % | 6.9 % | 6.9 % | 6.8 % | 6.8 % | 7.1 % | |
111.4 cm^3 | 111.4 cm^3 | 111.4 cm^3 | 109.6 cm^3 | 109.7 cm^3 | 114.8 cm^3 | |
3796.8 g | 3799.4 g | 3799.6 g | ||||
3807.9 g | 3810.5 g | 3810.7 g | ||||
1615.7 cm^3 | 1617.6 cm^3 | 1615.4 cm^3 | ||||
82.8 cm^3 | 85.9 cm^3 | 87.4 cm^3 | ||||
74 % | 77 % | 78 % | ||||
0.0 % | 0.1 % | 0.0 % | ||||
16298 N | 16169 N | 16058 N | 18402 N | 18407 N | 18349 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
20 | 17 | 24 | 38 | 42 | 40 | |
0 | 0 | 0 | 0 | 0 | 0 | |
728 kPa | 723 kPa | 719 kPa | 823 kPa | 823 kPa | 821 kPa | |
105 psi | 119 psi | |||||
0.88 | ||||||
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Test was verified on 6/25/2020 ✔