Summary for Test 2021-08-02-12-5
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 | 08/02/2021 | Sample Unique Key | 12 |
|---|---|---|---|
| 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 | 08/02/2021 |
| Sample type | Department Acceptance | A brief description of the sample | 1/2 in HMA-A 15 RAP 5.7% PG 64-10 Valero, Benicia |
| The quantity of what the sample constitutes | PSE #2 16 Boxes | 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 | D78920 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | J F Shea Construction Inc - Fawndale Rock and Asphalt - Redding CA | Transportation Laboratory (TL) Number | 875732 |
| 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 | 1/2 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: 2021-08-02-12
DIME Test ID: 2021-08-02-12-5
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: 2021-08-16
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 08/06/2021
| 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 | |
| 95.0 mm | 95.0 mm | 94.9 mm | 95.1 mm | 94.9 mm | 94.9 mm | |
| 3826.2 g | 3827.6 g | 3828.8 g | 3829.8 g | 3830.5 g | 3829.3 g | |
| 2215.8 g | 2220.2 g | 2227.1 g | 2213.2 g | 2220.0 g | 2225.4 g | |
| 3838.2 g | 3844.6 g | 3848.8 g | 3843.9 g | 3844.6 g | 3844.0 g | |
| 2.530 | 2.530 | 2.530 | 2.530 | 2.530 | 2.530 | |
| 3905.2 g | 3908.9 g | 3906.1 g | ||||
| 2281.8 g | 2278.1 g | 2281.6 g | ||||
| 94.9 mm | 95.1 mm | 94.9 mm | ||||
| 224 mmHg | 248 mmHg | 186 mmHg | ||||
| 21 inHg | 20 inHg | 22 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1622.4 cm^3 | 1624.4 cm^3 | 1621.7 cm^3 | 1630.7 cm^3 | 1624.6 cm^3 | 1618.6 cm^3 | |
2.358 | 2.356 | 2.361 | 2.349 | 2.358 | 2.366 | |
6.8 % | 6.9 % | 6.7 % | 7.2 % | 6.8 % | 6.5 % | |
110.3 cm^3 | 112.1 cm^3 | 108.7 cm^3 | 117.4 cm^3 | 110.5 cm^3 | 105.2 cm^3 | |
3903.4 g | 3906.1 g | 3904.9 g | ||||
3914.4 g | 3917.3 g | 3915.8 g | ||||
1623.4 cm^3 | 1630.8 cm^3 | 1624.5 cm^3 | ||||
79.0 cm^3 | 81.3 cm^3 | 77.3 cm^3 | ||||
72 % | 73 % | 71 % | ||||
0.1 % | 0.4 % | 0.2 % | ||||
20631 N | 18144 N | 21178 N | 20586 N | 20293 N | 22575 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
15 | 12 | 10 | 20 | 20 | 22 | |
0 | 0 | 0 | 0 | 0 | 0 | |
923 kPa | 810 kPa | 947 kPa | 919 kPa | 908 kPa | 1010 kPa | |
130 psi | 137 psi | |||||
0.95 | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/16/2021 ✔