Summary for Test 2021-06-03-26-4
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 215424 DEA: 024G4404 EFIS: 0214000013 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-3-38.0/38.6 |
| Award Date | 04/05/2021 |
| Closeout Date | 08/14/2023 |
| Work Description | BRIDGE REPLACEMENT |
| Location Description | SISKIYOU COUNTY ABOUT 6 MILES NORTH OF FORT JONES FROM 0.3 MILE SOUTH TO 0.3 MILE NORTH OF LOWER MOFFETT CREEK ROAD |
| QA Service Level | 1 (Verified on 01/19/2021) |
Sample Information
| Sample Taken Date | 06/03/2021 | Sample Unique Key | 26 |
|---|---|---|---|
| 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 | 06/03/2021 |
| Sample type | Department Acceptance | A brief description of the sample | Treated 3/4-inch Type A HMA (eq. PG 64-28 M) with 22.0% RAP and virgin PG 58-34 M |
| 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 | D. | Last name of sampler or witnessed by | Owens |
| Title of sampler | PEI | Telephone number of sampler | |
| Laboratory sample identification | D78822 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Tullis Inc, Northstate Asphalt, Redding CA | Transportation Laboratory (TL) Number | 779365 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | |
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | Unknown |
| Sublot number | Unknown | HMA Mix Number | Not set |
| 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: 2021-06-03-26
DIME Test ID: 2021-06-03-26-4
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: 2021-08-31
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 06/10/2021
| 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 | 95.1 mm | 94.9 mm | 94.8 mm | |
| 3791.5 g | 3792.2 g | 3791.9 g | 3791.9 g | 3790.8 g | 3791.6 g | |
| 2203.2 g | 2205.2 g | 2206.4 g | 2195.8 g | 2204.4 g | 2207.1 g | |
| 3818.5 g | 3825.5 g | 3818.8 g | 3822.4 g | 3815.6 g | 3820.0 g | |
| 2.520 | 2.520 | 2.520 | 2.520 | 2.520 | 2.520 | |
| 3873.6 g | 3874.6 g | 3876.9 g | ||||
| 2258.8 g | 2255.1 g | 2263.7 g | ||||
| 94.8 mm | 94.8 mm | 94.9 mm | ||||
| 190 mmHg | 218 mmHg | 132 mmHg | ||||
| 22 inHg | 21 inHg | 24 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1615.3 cm^3 | 1620.3 cm^3 | 1612.4 cm^3 | 1626.6 cm^3 | 1611.2 cm^3 | 1612.9 cm^3 | |
2.347 | 2.340 | 2.352 | 2.331 | 2.353 | 2.351 | |
6.9 % | 7.1 % | 6.7 % | 7.5 % | 6.6 % | 6.7 % | |
111.5 cm^3 | 115.0 cm^3 | 108.0 cm^3 | 122.0 cm^3 | 106.3 cm^3 | 108.1 cm^3 | |
3869.6 g | 3872.7 g | 3867.5 g | ||||
3880.7 g | 3884.2 g | 3878.3 g | ||||
1614.8 cm^3 | 1619.5 cm^3 | 1613.2 cm^3 | ||||
82.1 cm^3 | 82.4 cm^3 | 85.0 cm^3 | ||||
74 % | 72 % | 79 % | ||||
0.0 % | 0.0 % | 0.0 % | ||||
21556 N | 21147 N | 22183 N | 23015 N | 24154 N | 23238 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
9 | 14 | 10 | 21 | 8 | 15 | |
0 | 0 | 0 | 0 | 0 | 0 | |
965 kPa | 947 kPa | 992 kPa | 1027 kPa | 1080 kPa | 1040 kPa | |
140 psi | 152 psi | |||||
0.92 | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/31/2021 ✔