Summary for Test 2021-05-24-57-6
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 | 05/24/2021 | Sample Unique Key | 57 |
|---|---|---|---|
| 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 | 05/24/2021 |
| Sample type | Verification | A brief description of the sample | Treated 3/4-inch Type A HMA (eq. PG 64-16) with 24.0 RAP and virgin PG 58-22 from Valero - Benicia |
| The quantity of what the sample constitutes | Verification of JMF 21-04-S01 | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Devin | Last name of sampler or witnessed by | Owens |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D78806 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Tullis - Nortstate Asphalt, Redding, CA | Transportation Laboratory (TL) Number | 897296 |
| 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 | 3/4 inch | Lot number | |
| Sublot number | 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: 2021-05-24-57
DIME Test ID: 2021-05-24-57-6
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: 2021-08-06
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: T. McCormick and C. Sweeny
Date of test: 06/03/2021
| 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 | |
| 95.0 mm | 95.1 mm | 95.0 mm | 95.2 mm | 95.1 mm | 94.8 mm | |
| 3769.7 g | 3767.3 g | 3766.3 g | 3766.7 g | 3769.8 g | 3768.1 g | |
| 2171.1 g | 2168.7 g | 2177.7 g | 2165.4 g | 2180.0 g | 2184.8 g | |
| 3794.2 g | 3797.0 g | 3798.8 g | 3793.2 g | 3804.3 g | 3798.4 g | |
| 2.502 | 2.502 | 2.502 | 2.502 | 2.502 | 2.502 | |
| 3854.9 g | 3854.1 g | 3848.7 g | ||||
| 2231.8 g | 2222.9 g | 2228.2 g | ||||
| 94.9 mm | 95.0 mm | 94.9 mm | ||||
| 270 mmHg | 217 mmHg | 185 mmHg | ||||
| 19 inHg | 20 inHg | 22 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1623.1 cm^3 | 1628.3 cm^3 | 1621.1 cm^3 | 1627.8 cm^3 | 1624.3 cm^3 | 1613.6 cm^3 | |
2.323 | 2.314 | 2.323 | 2.314 | 2.321 | 2.335 | |
7.2 % | 7.5 % | 7.2 % | 7.5 % | 7.2 % | 6.7 % | |
116.9 cm^3 | 122.1 cm^3 | 116.7 cm^3 | 122.1 cm^3 | 116.9 cm^3 | 108.1 cm^3 | |
3851.5 g | 3852.8 g | 3848.0 g | ||||
3863.2 g | 3865.0 g | 3859.7 g | ||||
1623.1 cm^3 | 1631.2 cm^3 | 1620.5 cm^3 | ||||
85.2 cm^3 | 86.8 cm^3 | 82.4 cm^3 | ||||
73 % | 71 % | 71 % | ||||
0.0 % | 0.2 % | 0.0 % | ||||
27001 N | 27152 N | 28784 N | 31035 N | 32815 N | 33526 N | |
0 | 0 | 0 | 0 | 1 | 0 | |
19 | 19 | 14 | 28 | 37 | 35 | |
0 | 0 | 0 | 1 | 0 | 0 | |
1208 kPa | 1213 kPa | 1287 kPa | 1384 kPa | 1464 kPa | 1501 kPa | |
179 psi | 210 psi | |||||
0.85 | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/6/2021 ✔