Summary for Test 2021-07-27-25-1
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 214190 DEA: 024G41U4 EFIS: 0218000047 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS,SIS-5-Var |
| Award Date | 08/26/2019 |
| Closeout Date | 11/24/2021 |
| Work Description | REPLACE REINFORCED CONCRETE BRIDGES & CONSTRUCT RETAINING WALL. |
| Location Description | SHASTA AND SISKIYOU COUNTIES ABOUT 7 MILES NORTH OF POLLARD FLAT FROM 0.8 MILE SOUTH TO 0.7 MILE NORTH OF SIMS ROAD UNDERCROSSING AND FROM 0.6 MILE SOUTH OF CASTLE CRAGS DRIVE UNDERCROSSING TO 0.2 MILE SOUTH OF SOUTH DUNSMUIR UNDERCROSSING |
| QA Service Level | 1 (Verified on 07/09/2019) |
Sample Information
| Sample Taken Date | 07/27/2021 | Sample Unique Key | 25 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/27/2021 | Sample type | Department Acceptance |
| A brief description of the sample | 3/8 in RAP | The quantity of what the sample constitutes | PSE at 118 Tons |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Randy |
| Last name of sampler or witnessed by | Bibbins | Title of sampler | CGI |
| Telephone number of sampler | Laboratory sample identification | D78912 | |
| Linked DIME Sample ID | 2021-07-27-24 | The fabricator/manufacturer/facility name | J F Shea Construction Inc - Fawndale Rock and Asphalt - Redding CA |
| Transportation Laboratory (TL) Number | 990949 | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Reclaimed Asphalt Pavement | RAP Source | Fawndale Rock and Asphalt, Reddimg, CA |
|---|---|---|---|
| Aggregate Size | 3/8-inch | Aggregate Source | Fawndale Rock and Asphalt, Redding, Ca |
| RAP Stockpile | Continuous | Stockpile Size (tons) | Unknown |
| Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-07-27-25
DIME Test ID: 2021-07-27-25-1
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: 2021-08-09
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: Terry McCormick
Date of test: 08/03/2021
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: 1617.2 grams
Mass of container filled with the sample and water for Sample 1: 8329.5 grams
Temperature of Water: 76 °F
Specific Gravity for Sample 1: 2.59
Theoretical maximum density at 25°C (77°F): no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/9/2021 ✔