Summary for Test 2023-10-06-34-1
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 | 10/06/2023 | Sample Unique Key | 34 |
|---|---|---|---|
| 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 | 10/06/2023 |
| Sample type | Production Start-Up | A brief description of the sample | 16 boxes of Lime Treated 3/8-inch Type A HMA (eq. PG 64-28 M) with 25.0% RAP and virgin PG 58-34 M 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 | D79368 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | J.F. Shea Construction - Fawndale Rock and Asphalt (Redding, CA) | Transportation Laboratory (TL) Number | 824486 |
| 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 | 3/8 inch | Lot number | |
| Sublot number | HMA Mix Number | ||
| 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: 2023-10-06-34
DIME Test ID: 2023-10-06-34-1
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: 2023-10-26
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 10/17/2023
| 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 | |
| 94.9 mm | 94.8 mm | 94.7 mm | 94.9 mm | 94.8 mm | 94.9 mm | |
| 3760.7 g | 3760.6 g | 3760.3 g | 3759.6 g | 3759.2 g | 3761.3 g | |
| 2144.5 g | 2148.7 g | 2144.9 g | 2137.3 g | 2142.1 g | 2148.6 g | |
| 3776.2 g | 3778.2 g | 3774.0 g | 3773.4 g | 3771.5 g | 3776.8 g | |
| 2.473 | 2.473 | 2.473 | 2.473 | 2.473 | 2.473 | |
| 3840.1 g | 3840.9 g | 3839.5 g | ||||
| 2206.9 g | 2206.6 g | 2211.1 g | ||||
| 94.9 mm | 94.9 mm | 94.8 mm | ||||
| 160 mmHg | 157 mmHg | 157 mmHg | ||||
| 22 inHg | 22 inHg | 22 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1631.7 cm^3 | 1629.5 cm^3 | 1629.1 cm^3 | 1636.1 cm^3 | 1629.4 cm^3 | 1628.2 cm^3 | |
2.305 | 2.308 | 2.308 | 2.298 | 2.307 | 2.310 | |
6.8 % | 6.7 % | 6.7 % | 7.1 % | 6.7 % | 6.6 % | |
111.0 cm^3 | 109.2 cm^3 | 109.1 cm^3 | 116.2 cm^3 | 109.2 cm^3 | 107.5 cm^3 | |
3838.4 g | 3837.0 g | 3836.7 g | ||||
3849.5 g | 3848.0 g | 3847.6 g | ||||
1633.2 cm^3 | 1634.3 cm^3 | 1628.4 cm^3 | ||||
79.4 cm^3 | 80.3 cm^3 | 79.2 cm^3 | ||||
72 % | 74 % | 73 % | ||||
0.1 % | 0.3 % | 0.0 % | ||||
17606 N | 18514 N | 18104 N | 17575 N | 18607 N | 17691 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
9 | 13 | 10 | 16 | 18 | 15 | |
0 | 0 | 0 | 0 | 0 | 0 | |
787 kPa | 828 kPa | 811 kPa | 786 kPa | 833 kPa | 791 kPa | |
117 psi | 116 psi | |||||
1.01 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=116 PSI, S2=117 PSI, TSR=101%
Test was verified on 10/26/2023 ✔