Summary for Test 2023-10-03-33-2
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 994638 DEA: 023J8404 EFIS: 0222000089 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-96-28.0/34.5 |
| Award Date | 05/25/2023 |
| Closeout Date | 04/11/2024 |
| Work Description | HMA OVERLAY WITH REPLACE ASPHALT CONCRETE SURFACING. |
| Location Description | SISKIYOU COUNTY NEAR HAPPY CAMP FROM 4.6 MILES WEST OF CLEAR CREEK BRIDGE TO 0.2 MILE EAST OF OAK FLAT CREEK BRIDGE |
| QA Service Level | 1 (Verified on 08/07/2023) |
Sample Information
| Sample Taken Date | 10/03/2023 | Sample Unique Key | 33 |
|---|---|---|---|
| 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 | 10/03/2023 |
| Sample type | Production Start-Up | A brief description of the sample | 16 boxes of Lime Treated 3/4-inch Type A HMA with 23.6% RAP and virgin PG 58-22 binder from Valero (Benicia, CA) |
| 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 | Joe | Last name of sampler or witnessed by | Delgado |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | D79366 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | J.F. Shea Construction - Fawndale Rock and Asphalt (Redding, CA) | Transportation Laboratory (TL) Number | 824481 |
| 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 |
Test Details
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DIME Sample ID: 2023-10-03-33
DIME Test ID: 2023-10-03-33-2
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: 2023-10-16
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 10/16/2023
| 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 | |
| 94.8 mm | 94.8 mm | 94.7 mm | 94.8 mm | 94.8 mm | 94.9 mm | |
| 3826.5 g | 3825.8 g | 3825.8 g | 3826.4 g | 3828.7 g | 3826.0 g | |
| 2225.2 g | 2221.5 g | 2226.6 g | 2224.4 g | 2221.3 g | 2227.9 g | |
| 3858.9 g | 3855.9 g | 3858.8 g | 3855.2 g | 3856.8 g | 3858.7 g | |
| 2.510 | 2.510 | 2.510 | 2.510 | 2.510 | 2.510 | |
| 3904.7 g | 3910.2 g | 3906.2 g | ||||
| 2271.8 g | 2276.6 g | 2274.8 g | ||||
| 94.8 mm | 94.8 mm | 94.7 mm | ||||
| 165 mmHg | 162 mmHg | 157 mmHg | ||||
| 22 inHg | 22 inHg | 22 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1633.7 cm^3 | 1634.4 cm^3 | 1632.2 cm^3 | 1630.8 cm^3 | 1635.5 cm^3 | 1630.8 cm^3 | |
2.342 | 2.341 | 2.344 | 2.346 | 2.341 | 2.346 | |
6.7 % | 6.7 % | 6.6 % | 6.5 % | 6.7 % | 6.5 % | |
109.5 cm^3 | 109.5 cm^3 | 107.7 cm^3 | 106.0 cm^3 | 109.6 cm^3 | 106.0 cm^3 | |
3903.2 g | 3902.5 g | 3901.2 g | ||||
3914.1 g | 3913.4 g | 3912 g | ||||
1632.9 cm^3 | 1633.6 cm^3 | 1631.4 cm^3 | ||||
78.2 cm^3 | 84.4 cm^3 | 80.4 cm^3 | ||||
71 % | 77 % | 75 % | ||||
0 % | 0 % | 0 % | ||||
20226 N | 20537 N | 20907 N | 20400 N | 22535 N | 25720 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
12 | 5 | 7 | 17 | 12 | 16 | |
0 | 0 | 0 | 0 | 0 | 0 | |
906 kPa | 919 kPa | 937 kPa | 913 kPa | 1009 kPa | 1150 kPa | |
133 psi | 148 psi | |||||
0.9 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=148psi,
S2=133psi,
TSR=90%
Test was verified on 10/16/2023 ✔