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 |
|---|---|---|---|
| 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 | 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 |
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 |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
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 | ||||
| 2328.9 g | 2326.5 g | 2318.3 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 % | ||||
0.4 % | 0.4 % | 0.7 % | ||||
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 | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/7/2021 ✔