Summary for Test 2023-06-14-87-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 994345 DEA: 023J7804 EFIS: 0222000083 |
|---|---|
| DIST-CO-RTE-PM | 02-TRI-36-15.8/16.9,20.5/24.5 |
| Award Date | 12/22/2022 |
| Closeout Date | 08/22/2023 |
| Work Description | PLACE HOT MIX ASPHALT (TYPE A) AND REPLACE ASPHALT CONCRETE SURFACING. |
| Location Description | TRINITY COUNTY NEAR FOREST GLEN FROM 1.1 MILES WEST OF SOUTH FORK TRINITY RIVER BRIDGE TO SOUTH FORK TRINITY RIVER BRIDGE NO. 05-0026 AND FROM UPPER RATTLESNAKE CREEK BRIDGE NO. 05-0073 TO 0.3 MILE WEST OF TRINITY PINES ROAD |
| QA Service Level | 1 (Verified on 03/28/2023) |
Sample Information
| Sample Taken Date | 06/14/2023 | Sample Unique Key | 87 |
|---|---|---|---|
| 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 | 06/14/2023 |
| 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 24.0% RAP and virgin PG 58-34 M binder from Valero - Benicia |
| 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 | JD | Last name of sampler or witnessed by | Atkinson |
| Title of sampler | Tester | Telephone number of sampler | |
| Laboratory sample identification | D79265 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Tullis - Northstate Asphalt - Redding, CA | Transportation Laboratory (TL) Number | 858117 |
| 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 | 3/8 inch | Lot number | |
| Sublot number | HMA Mix Number |
Test Details
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DIME Sample ID: 2023-06-14-87
DIME Test ID: 2023-06-14-87-5
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: 2023-08-08
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Colt Sweeny
Date of test: 06/28/2023
| Wet 1 | Wet 2 | Wet 3 | Dry 1 | Dry 2 | Dry 3 | |
|---|---|---|---|---|---|---|
| Treated | ||||||
| 150 mm | 150 mm | 150 mm | 150 mm | 150 mm | 150 mm | |
| 94.9 mm | 94.9 mm | 94.9 mm | 95 mm | 94.9 mm | 94.9 mm | |
| 3755 g | 3755.4 g | 3754.7 g | 3753.4 g | 3755.1 g | 3754.3 g | |
| 2147.6 g | 2149.9 g | 2151.1 g | 2145 g | 2149.9 g | 2152 g | |
| 3777.7 g | 3781.1 g | 3782.5 g | 3781.9 g | 3777.1 g | 3779.5 g | |
| 2.473 | 2.473 | 2.473 | 2.473 | 2.473 | 2.473 | |
| 3835.5 g | 3837 g | 3834.8 g | ||||
| 2203.6 g | 2205.8 g | 2203.4 g | ||||
| 95 mm | 94.9 mm | 94.9 mm | ||||
| 191 mmHg | 208 mmHg | 213 mmHg | ||||
| 21 inHg | 21 inHg | 21 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1630.1 cm^3 | 1631.2 cm^3 | 1631.4 cm^3 | 1636.9 cm^3 | 1627.2 cm^3 | 1627.5 cm^3 | |
2.304 | 2.302 | 2.302 | 2.293 | 2.308 | 2.307 | |
6.8 % | 6.9 % | 6.9 % | 7.3 % | 6.7 % | 6.7 % | |
110.8 cm^3 | 112.6 cm^3 | 112.6 cm^3 | 119.5 cm^3 | 109 cm^3 | 109 cm^3 | |
3832.6 g | 3834.2 g | 3833.5 g | ||||
3843.6 g | 3845.5 g | 3844.8 g | ||||
1631.9 cm^3 | 1631.2 cm^3 | 1631.4 cm^3 | ||||
80.5 cm^3 | 81.6 cm^3 | 80.1 cm^3 | ||||
73 % | 72 % | 71 % | ||||
0.1 % | 0 % | 0 % | ||||
22468 N | 22170 N | 21120 N | 21761 N | 22971 N | 22962 N | |
1 | 1 | 0 | 0 | 0 | 0 | |
14 | 17 | 18 | 29 | 27 | 26 | |
0 | 1 | 0 | 0 | 0 | 0 | |
1004 kPa | 991 kPa | 945 kPa | 972 kPa | 1027 kPa | 1027 kPa | |
142 psi | 146 psi | |||||
0.97 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=146,
S2=142,
TSR=97%
Test was verified on 8/8/2023 ✔