Summary for Test 2021-09-13-21-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 213337 DEA: 024F5404 EFIS: 0213000004 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-5-R15.3/R16.5 |
| Award Date | 07/30/2018 |
| Closeout Date | 05/23/2022 |
| Work Description | BRIDGE REPLACEMENT - SOUTHBOUND ONLY |
| Location Description | SISKIYOU COUNTY NEAR WEED FROM 0.1 MILE SOUTH OF DEETZ ROAD UNDERCROSSING TO 0.6 MILE NORTH OF BLACK BUTTE OVERHEAD 02-0004L |
| QA Service Level | 1 (Verified on 11/14/2018) |
Sample Information
| Sample Taken Date | 09/13/2021 | Sample Unique Key | 21 |
|---|---|---|---|
| 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 | 09/13/2021 |
| Sample type | Acceptance | A brief description of the sample | 3/4 inch HMA-A 23.6 RAP PG 58-34M Valero |
| The quantity of what the sample constitutes | PSE 16 Boxes at 282 Tons | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Derrick | Last name of sampler or witnessed by | Curry |
| Title of sampler | Materials Tester | Telephone number of sampler | |
| Laboratory sample identification | D78941 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | J F Shea Construction Inc - Fawndale Rock and Asphalt - Redding CA | Transportation Laboratory (TL) Number | 815602 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | Unknown |
| Sublot number | Unknown | HMA Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-09-13-21
DIME Test ID: 2021-09-13-21-5
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: 2021-09-20
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 09/14/2021
| 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 | |
| 95.1 mm | 94.8 mm | 94.9 mm | 95.1 mm | 94.8 mm | 94.9 mm | |
| 3919.8 g | 3922.3 g | 3922.6 g | 3919.1 g | 3922.3 g | 3920.9 g | |
| 2319.8 g | 2333.8 g | 2333.6 g | 2326.8 g | 2328.1 g | 2327.1 g | |
| 3944.8 g | 3947.7 g | 3951.9 g | 3941.1 g | 3948.1 g | 3947.7 g | |
| 2.608 | 2.608 | 2.608 | 2.608 | 2.608 | 2.608 | |
| 4006.2 g | 4001.5 g | 4007.0 g | ||||
| 2371.6 g | 2387.7 g | 2386.5 g | ||||
| 95 mm | 94.8 mm | 95 mm | ||||
| 283 mmHg | 174 mmHg | 180 mmHg | ||||
| 19 inHg | 22 inHg | 22 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1625.0 cm^3 | 1613.9 cm^3 | 1618.3 cm^3 | 1614.3 cm^3 | 1620.0 cm^3 | 1620.6 cm^3 | |
2.412 | 2.430 | 2.424 | 2.428 | 2.421 | 2.419 | |
7.5 % | 6.8 % | 7.1 % | 6.9 % | 7.2 % | 7.2 % | |
121.9 cm^3 | 109.7 cm^3 | 114.9 cm^3 | 111.4 cm^3 | 116.6 cm^3 | 116.7 cm^3 | |
4005.1 g | 3999.1 g | 4003 g | ||||
4017.3 g | 4010.1 g | 4014.5 g | ||||
1634.6 cm^3 | 1613.8 cm^3 | 1620.5 cm^3 | ||||
86.4 cm^3 | 79.2 cm^3 | 84.4 cm^3 | ||||
71 % | 72 % | 73 % | ||||
0.6 % | 0 % | 0.1 % | ||||
20093 N | 22214 N | 21921 N | 21325 N | 23580 N | 24198 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
17 | 24 | 20 | 19 | 24 | 16 | |
0 | 0 | 0 | 0 | 0 | 0 | |
898 kPa | 995 kPa | 979 kPa | 952 kPa | 1056 kPa | 1082 kPa | |
139 psi | 149 psi | |||||
0.93 | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/20/2021 ✔