Summary for Test 2023-08-20-16-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 994543 DEA: 023J7604 EFIS: 0222000081 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-273-12.8/14.6 |
| Award Date | 04/25/2023 |
| Closeout Date | 04/11/2024 |
| Work Description | COLD PLANE ASPHALT CONCRETE PAVEMENT AND PLACE RUBBERIZED HMA-G. |
| Location Description | SHASTA COUNTY IN REDDING FROM 0.1 MILE NORTH OF CEDARS ROAD/S BONNYVIEW ROAD TO 0.1 MILE NORTH OF BUENAVENTURA BOULEVARD |
| QA Service Level | 1 (Verified on 08/07/2023) |
Sample Information
| Sample Taken Date | 08/20/2023 | Sample Unique Key | 16 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/21/2023 | Sample type | Production Start-Up |
| A brief description of the sample | 16 boxes of Lime Treated 1/2-inch RHMA-G (PG 64-16 CR) | 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 | Cindy |
| Last name of sampler or witnessed by | Bryant | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | D79333 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Tullis — Northstate Asphalt (Redding, CA) | |
| Transportation Laboratory (TL) Number | 866066 | 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 | RHMA-G |
|---|---|---|---|
| HMA Grading | 1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | JMF3513202318 | |
| 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: 2023-08-20-16
DIME Test ID: 2023-08-20-16-5
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: 2024-03-07
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Ward Jenkins
Date of test: 09/01/2023
| 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 | 94.9 mm | 94.9 mm | 94.9 mm | 94.8 mm | 94.9 mm | |
| 3622.8 g | 3624.0 g | 3624.6 g | 3622.4 g | 3627.5 g | 3624.6 g | |
| 2018.8 g | 2020.7 g | 2021.7 g | 2013.4 g | 2029.1 g | 2022.5 g | |
| 3649.0 g | 3652.7 g | 3649.1 g | 3647.2 g | 3654.1 g | 3654.5 g | |
| 2.394 | 2.394 | 2.394 | 2.394 | 2.394 | 2.394 | |
| 3711.6 g | 3713.6 g | 3708.2 g | ||||
| 95.0 mm | 94.9 mm | 95.0 mm | ||||
| 113 mmHg | 142 mmHg | 155 mmHg | ||||
| 24 inHg | 23 inHg | 22 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1630.2 cm^3 | 1632.0 cm^3 | 1627.4 cm^3 | 1633.8 cm^3 | 1625.0 cm^3 | 1632.0 cm^3 | |
2.222 | 2.221 | 2.227 | 2.217 | 2.232 | 2.221 | |
7.2 % | 7.2 % | 7.0 % | 7.4 % | 6.8 % | 7.2 % | |
117.4 cm^3 | 117.5 cm^3 | 113.9 cm^3 | 120.9 cm^3 | 110.5 cm^3 | 117.5 cm^3 | |
3705.0 g | 3706.3 g | 3704.3 g | ||||
3716.7 g | 3718.0 g | 3715.7 g | ||||
1630.2 cm^3 | 1632.0 cm^3 | 1627.4 cm^3 | ||||
88.8 cm^3 | 89.6 cm^3 | 83.6 cm^3 | ||||
76 % | 76 % | 73 % | ||||
15956 N | 15262 N | 16872 N | 17388 N | 17295 N | 18362 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
16 | 8 | 10 | 32 | 30 | 31 | |
0 | 0 | 0 | 0 | 0 | 0 | |
713 kPa | 683 kPa | 754 kPa | 778 kPa | 774 kPa | 821 kPa | |
104 psi | 115 psi | |||||
0.9 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=115,
S2=104,
TSR=91%
Test was verified on 3/7/2024 ✔