Summary for Test 2020-04-08-15-2
Test performed: AASHTO T209-12Project Information
Project Identifiers | Project ID: 214190 DEA: 024G41U4 EFIS: 0218000047 |
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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 | 04/08/2020 | Sample Unique Key | 15 |
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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 | 04/08/2020 |
Sample type | Department Acceptance | A brief description of the sample | 3/4-inch Type A HMA (eq. PG 64-28 M) |
The quantity of what the sample constitutes | 750 Tons | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Karen | Last name of sampler or witnessed by | Spliethof |
Title of sampler | TET | Telephone number of sampler | |
Laboratory sample identification | D78378 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Fawndale Rock and Asphalt - Redding, CA | Transportation Laboratory (TL) Number | 897566 |
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 |
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HMA Grading | 3/4 inch | Lot number | Unknown |
Sublot number | Unknown | HMA Mix Number | Not set |
Test Details
DIME Sample ID: 2020-04-08-15
DIME Test ID: 2020-04-08-15-2
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: 2020-05-22
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: Darrell Valasek
Date of test: 04/08/2020
Method Performed: no data
Mass of container filled with water: 7338 grams
Mass of oven-dry sample in air for Sample 1: 2544 grams
Mass of container filled with the sample and water for Sample 1: 8884 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.548
Theoretical maximum density at 25°C (77°F): no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/22/2020 ✔