Summary for Test 2021-06-21-18-3
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 215251 DEA: 021J4604 EFIS: 0220000081 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-96-34.5/38.8,88.0/92.0 |
| Award Date | 02/02/2021 |
| Closeout Date | 09/27/2021 |
| Work Description | HMA OVERLAY, REPLACE AC SURFACING, SHOULDER BACKING & TRAFFIC STRIPE. |
| Location Description | SISKIYOU COUNTY NEAR HAPPY CAMP FROM 0.1 MILE EAST OF OAK FLAT CREEK BRIDGE TO 0.1 MILE EAST OF BENJAMIN CREEK ROAD AND FROM 0.3 MILE WEST OF BEAVER CREEK BRIDGE TO 1.0 MILE WEST OF LUMGREY CREEK BRIDGE |
| QA Service Level | 1 (Verified on 10/30/2020) |
Sample Information
| Sample Taken Date | 06/21/2021 | Sample Unique Key | 18 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/21/2021 | Sample type | Department Acceptance |
| A brief description of the sample | 1 bag of Fine RAP (No. 4) for use in 3/8-inch Type HMA | 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 | Devin |
| Last name of sampler or witnessed by | Owens | Title of sampler | PEI |
| Telephone number of sampler | Laboratory sample identification | D78848B | |
| Linked DIME Sample ID | 2021-06-21-17 | The fabricator/manufacturer/facility name | Tullis - Northstate Asphalt - Redding, CA |
| Transportation Laboratory (TL) Number | 853076 | Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown |
| Structure unique identifier | Structure name | Not Applicable | |
| Bid Item | Not set |
Material Information
| Material Type | Reclaimed Asphalt Pavement | RAP Source | Northstate Asphalt |
|---|---|---|---|
| Aggregate Size | Fine | Aggregate Source | Unknown |
| RAP Stockpile | Stockpile Size (tons) | Unknown | |
| Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-06-21-18
DIME Test ID: 2021-06-21-18-3
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Test Release Date: 2022-01-21
Test Results
Number of tests: 1
What is the unit of measurement for theoretical density?: US Units
Mass Determination: Air
Input Type: Measured
Tester's full name: Colt Sweeny
Date of test: 06/22/2021
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water: 7336.6 grams
Mass of oven-dry sample in air for Sample 1: 1290.4 grams
Mass of container filled with the sample and water for Sample 1: 8111.1 grams
Temperature of Water: 76 °F
Specific Gravity for Sample 1: 2.501
Theoretical maximum density at 25°C (77°F): no data
General comments (publicly viewable) (Max 1000 characters): Insufficient specimen size.
Gser ≈ 2.750
Test was verified on 1/21/2022 ✔