Summary for Test 2023-07-17-72-6
Test performed: AASHTO T283-14Project Information
Project Identifiers | Project ID: 994386 DEA: 023J7404 EFIS: 0222000079 |
---|---|
DIST-CO-RTE-PM | 02-LAS-395-92.0/98.5 |
Award Date | 01/04/2023 |
Closeout Date | 04/11/2024 |
Work Description | HMA OVERLAY, REPLACE AC SURFACING AND RECESSED THERMOPLASTIC STRIPE. |
Location Description | LASSEN COUNTY ABOUT 16 MILES SOUTH OF RAVENDALE FROM 0.1 MILE NORTH OF KARLO ROAD TO 1.5 MILES SOUTH OF RAMHORN ROAD |
QA Service Level | 1 (Verified on 03/28/2023) |
Sample Information
Sample Taken Date | 07/17/2023 | Sample Unique Key | 72 |
---|---|---|---|
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 | 07/18/2023 |
Sample type | Production Start-Up | A brief description of the sample | 16 boxes of Lime Treated 3/4-inch Type A HMA (eq. PG 64-16) with 23.0% RAP Aggregate and virgin PG 58-22 from Albina (Klamath Falls, OR) |
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 | Randy | Last name of sampler or witnessed by | Bibbens |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | D79301 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Hat Creek Construction and Materials - Ward Lake Plant (Litchfield, CA) | Transportation Laboratory (TL) Number | 850960 |
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 2023 15 |
Test Details
DIME Sample ID: 2023-07-17-72
DIME Test ID: 2023-07-17-72-6
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: 2023-12-11
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Colt Sweeny and T. McCormick
Date of test: 08/08/2023
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 | |
95.2 mm | 95.0 mm | 95.1 mm | 95.3 mm | 95.2 mm | 95.0 mm | |
3723.3 g | 3727.0 g | 3725.6 g | 3724.5 g | 3724.9 g | 3724.3 g | |
2100.2 g | 2108.9 g | 2104.5 g | 2098.3 g | 2104.3 g | 2106.5 g | |
3739.6 g | 3744.2 g | 3742.3 g | 3737.6 g | 3739.7 g | 3738.9 g | |
2.450 | 2.450 | 2.450 | 2.450 | 2.450 | 2.450 | |
3807.9 g | 3807.8 g | 3810.8 g | ||||
2161.2 g | 2159.8 g | 2162.6 g | ||||
95 mm | 94.8 mm | 94.7 mm | ||||
243 mmHg | 256 mmHg | 255 mmHg | ||||
19 inHg | 19 inHg | 20 inHg | ||||
6 minutes | 5 minutes | 6 minutes | ||||
1639.4 cm^3 | 1635.3 cm^3 | 1637.8 cm^3 | 1639.3 cm^3 | 1635.4 cm^3 | 1632.4 cm^3 | |
2.271 | 2.279 | 2.275 | 2.272 | 2.278 | 2.281 | |
7.3 % | 7.0 % | 7.1 % | 7.3 % | 7.0 % | 6.9 % | |
119.7 cm^3 | 114.5 cm^3 | 116.3 cm^3 | 119.7 cm^3 | 114.5 cm^3 | 112.6 cm^3 | |
3807.1 g | 3807.2 g | 3807 g | ||||
3819.1 g | 3818.6 g | 3818.6 g | ||||
1646.7 cm^3 | 1648.0 cm^3 | 1648.2 cm^3 | ||||
84.6 cm^3 | 80.8 cm^3 | 85.2 cm^3 | ||||
71 % | 71 % | 73 % | ||||
0.4 % | 0.8 % | 0.6 % | ||||
12789 N | 13327 N | 13198 N | 12526 N | 12219 N | 14572 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
11 | 5 | 4 | 4 | 10 | 5 | |
0 | 0 | 0 | 0 | 0 | 0 | |
571 kPa | 597 kPa | 591 kPa | 558 kPa | 545 kPa | 651 kPa | |
85 psi | 85 psi | |||||
1 |
General comments (publicly viewable) (Max 1000 characters): S1=85,
S2=85,
TSR=100%
Test was verified on 12/11/2023 ✔