Summary for Test 2023-07-11-98-6
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 993339 DEA: 024H9304 EFIS: 0219000027 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-299-44.3/44.9 |
| Award Date | 07/13/2022 |
| Closeout Date | 04/11/2024 |
| Work Description | INGOT CURVE IMPROVEMENT - CURVE IMROVEMENT |
| Location Description | IN SHASTA COUNTY NEAR INGOT FROM 2.7 MILES EAST OF SEAMANS GULCH ROAD TO 1.2 MILES WEST OF DU BOIS ROAD. |
| QA Service Level | 1 (Verified on 11/22/2021) |
Sample Information
| Sample Taken Date | 07/11/2023 | Sample Unique Key | 98 |
|---|---|---|---|
| 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 | 07/12/2023 |
| Sample type | Production Start-Up | A brief description of the sample | 16 boxes of Lime Treated 3/4-inch Type A HMA (eq. PG 64-28) with 24.0% RAP and virgin PG 58-34 M 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 | Cindy | Last name of sampler or witnessed by | Bryant |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D79297 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Tullis – Northstate Asphalt (Redding, CA) | Transportation Laboratory (TL) Number | 853401 |
| 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 | JMF3513 2022 2 |
Test Details
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DIME Sample ID: 2023-07-11-98
DIME Test ID: 2023-07-11-98-6
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: 2023-11-21
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Ward Jenkins
Date of test: 08/07/2023
| 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 | 94.8 mm | 95.0 mm | 94.8 mm | 94.8 mm | |
| 3749.3 g | 3749.8 g | 3749.9 g | 3748.5 g | 3748.4 g | 3750.0 g | |
| 2186.8 g | 2182.3 g | 2176.3 g | 2173.2 g | 2171.8 g | 2184.4 g | |
| 3795.2 g | 3792.8 g | 3784.6 g | 3782.8 g | 3782.2 g | 3788.3 g | |
| 2.517 | 2.517 | 2.517 | 2.517 | 2.517 | 2.517 | |
| 3839.7 g | 3834.6 g | 3836.2 g | ||||
| 2231.3 g | 2223.7 g | 2227.9 g | ||||
| 94.9 mm | 94.9 mm | 95 mm | ||||
| 213 mmHg | 225 mmHg | 188 mmHg | ||||
| 21 inHg | 20 inHg | 21 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1608.4 cm^3 | 1610.5 cm^3 | 1608.3 cm^3 | 1609.6 cm^3 | 1610.4 cm^3 | 1603.9 cm^3 | |
2.331 | 2.328 | 2.332 | 2.329 | 2.328 | 2.338 | |
7.4 % | 7.5 % | 7.4 % | 7.5 % | 7.5 % | 7.1 % | |
119.0 cm^3 | 120.8 cm^3 | 119.0 cm^3 | 120.7 cm^3 | 120.8 cm^3 | 113.9 cm^3 | |
3832.6 g | 3834.4 g | 3833.2 g | ||||
3844.5 g | 3846.4 g | 3845.1 g | ||||
1608.4 cm^3 | 1610.9 cm^3 | 1608.3 cm^3 | ||||
90.4 cm^3 | 84.8 cm^3 | 86.3 cm^3 | ||||
76 % | 70 % | 73 % | ||||
0 % | 0 % | 0 % | ||||
18122 N | 17473 N | 17056 N | 17877 N | 19603 N | 18838 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
14 | 20 | 17 | 30 | 26 | 24 | |
0 | 0 | 0 | 0 | 0 | 0 | |
810 kPa | 781 kPa | 762 kPa | 799 kPa | 878 kPa | 843 kPa | |
114 psi | 122 psi | |||||
0.93 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=122,
S2=114,
TSR=93%
Test was verified on 11/21/2023 ✔