Summary for Test 2021-04-12-59-6
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 212501 DEA: 022E4804 EFIS: 0200000586 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-96,263-103.1/103.6,56.8/57.2 |
| Award Date | 12/14/2018 |
| Closeout Date | 12/01/2021 |
| Work Description | BRIDGE REPLACEMENT |
| Location Description | SISKIYOU COUNTY ABOUT 8 MILES NORTH OF YREKA ON ROUTE 96 FROM 0.5 MILE WEST TO 0.2 MILE EAST OF ROUTE 263 AND ON ROUTE 263 FROM 0.3 MILE NORTH OF SHASTA RIVER BRIDGE #02-0014 TO ROUTE 96 |
| QA Service Level | 1 (Verified on 06/06/2017) |
Sample Information
| Sample Taken Date | 04/12/2021 | Sample Unique Key | 59 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/12/2021 | Sample type | Department Acceptance |
| A brief description of the sample | Lime Treated 3/4-inch Type A HMA (eq. PG 64-28 M) with 23.6 RAP | 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 | Randy |
| Last name of sampler or witnessed by | X | Title of sampler | CGI |
| Telephone number of sampler | Laboratory sample identification | D78771 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | JF Shea Construction, Fawndale Rock and Asphalt, Redding, CA | |
| Transportation Laboratory (TL) Number | 897285 | 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 | 3/4 inch | Lot number | |
| Sublot number | 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: 2021-04-12-59
DIME Test ID: 2021-04-12-59-6
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: 2021-06-07
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Dennis Hickey
Date of test: 04/20/2021
| 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 | 94.9 mm | 94.9 mm | 94.9 mm | 94.8 mm | 94.9 mm | |
| 3868.5 g | 3868.5 g | 3869.8 g | 3867.8 g | 3867.9 g | 3866.8 g | |
| 2288.1 g | 2276.1 g | 2283.8 g | 2287.2 g | 2273.5 g | 2280.2 g | |
| 3912.0 g | 3900.4 g | 3909.1 g | 3905.4 g | 3896.8 g | 3891.9 g | |
| 2.569 | 2.569 | 2.569 | 2.569 | 2.569 | 2.569 | |
| 3958.6 g | 3956.8 g | 3954.3 g | ||||
| 94.8 mm | 94.9 mm | 94.9 mm | ||||
| 225 mmHg | 254 mmHg | 222 mmHg | ||||
| 21 inHg | 19 inHg | 20 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1623.9 cm^3 | 1624.3 cm^3 | 1625.3 cm^3 | 1618.2 cm^3 | 1623.3 cm^3 | 1611.7 cm^3 | |
2.382 | 2.382 | 2.381 | 2.390 | 2.383 | 2.399 | |
7.3 % | 7.3 % | 7.3 % | 7.0 % | 7.2 % | 6.6 % | |
118.5 cm^3 | 118.6 cm^3 | 118.6 cm^3 | 113.3 cm^3 | 116.9 cm^3 | 106.4 cm^3 | |
3951.4 g | 3951.5 g | 3952.8 g | ||||
3963.3 g | 3963.4 g | 3964.7 g | ||||
1629.7 cm^3 | 1630.3 cm^3 | 1636.0 cm^3 | ||||
90.1 cm^3 | 88.3 cm^3 | 84.5 cm^3 | ||||
76 % | 74 % | 71 % | ||||
20898 N | 16605 N | 19065 N | 26093 N | 20417 N | 20618 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
12 | 14 | 15 | 11 | 14 | 12 | |
0 | 0 | 0 | 0 | 0 | 0 | |
936 kPa | 743 kPa | 853 kPa | 1167 kPa | 914 kPa | 922 kPa | |
122 psi | 145 psi | |||||
0.84 | ||||||
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Test was verified on 6/7/2021 ✔