Summary for Test 2021-07-21-44-4
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 | 07/21/2021 | Sample Unique Key | 44 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/21/2021 | Sample type | Department Acceptance |
| A brief description of the sample | 3/4" RHMA-G W/WMA PG 64-16 Valero Benicia | The quantity of what the sample constitutes | PSE 16 boxes |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | JD |
| Last name of sampler or witnessed by | Atkinson | Title of sampler | Field Technician |
| Telephone number of sampler | Laboratory sample identification | D78907 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | J F Shea Construction Inc - Fawndale Rock and Asphalt - Redding CA | |
| Transportation Laboratory (TL) Number | 858983 | 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: 2021-07-21-44
DIME Test ID: 2021-07-21-44-4
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: 2021-08-16
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 08/02/2021
| 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 | |
| 94.9 mm | 95.1 mm | 95.0 mm | 94.9 mm | 95.0 mm | 94.9 mm | |
| 3713.5 g | 3716.9 g | 3716.5 g | 3711.9 g | 3711.1 g | 3715.2 g | |
| 2120.3 g | 2114.3 g | 2125.5 g | 2119.7 g | 2109.3 g | 2120.9 g | |
| 3738.2 g | 3740.5 g | 3740.6 g | 3734.1 g | 3735.3 g | 3735.6 g | |
| 2.463 | 2.463 | 2.463 | 2.463 | 2.463 | 2.463 | |
| 3801.2 g | 3799.4 g | 3800.3 g | ||||
| 95.0 mm | 94.9 mm | 94.9 mm | ||||
| 217 mmHg | 214 mmHg | 183 mmHg | ||||
| 21 inHg | 20 inHg | 22 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1617.9 cm^3 | 1626.2 cm^3 | 1615.1 cm^3 | 1614.4 cm^3 | 1626.0 cm^3 | 1614.7 cm^3 | |
2.295 | 2.286 | 2.301 | 2.299 | 2.282 | 2.301 | |
6.8 % | 7.2 % | 6.6 % | 6.7 % | 7.3 % | 6.6 % | |
110.0 cm^3 | 117.1 cm^3 | 106.6 cm^3 | 108.2 cm^3 | 118.7 cm^3 | 106.6 cm^3 | |
3790.5 g | 3798.9 g | 3791.1 g | ||||
3801.5 g | 3810.6 g | 3801.8 g | ||||
1625.7 cm^3 | 1626.9 cm^3 | 1614.3 cm^3 | ||||
87.7 cm^3 | 82.5 cm^3 | 83.8 cm^3 | ||||
80 % | 70 % | 79 % | ||||
17201 N | 18674 N | 18522 N | 18749 N | 19101 N | 19937 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
16 | 18 | 18 | 14 | 22 | 26 | |
0 | 0 | 0 | 0 | 0 | 0 | |
768 kPa | 835 kPa | 828 kPa | 838 kPa | 853 kPa | 892 kPa | |
117 psi | 125 psi | |||||
0.94 | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/16/2021 ✔