Summary for Test 2020-07-31-15-2
Test performed: CTM 368-November 2010Project Information
Project Identifiers | Project ID: 214901 DEA: 044Q3304 EFIS: 0419000378 |
---|---|
DIST-CO-RTE-PM | 04-CC-24-R0.4/1.0 |
Award Date | 06/12/2020 |
Closeout Date | 04/12/2021 |
Work Description | COLD PLANE PAVEMENT AND OVERLAY WITH RUBBERIZED HOT MIX ASPHALT. |
Location Description | CONTRA COSTA COUNTY FROM FISH RANCH ROAD TO 0.2 MILE WEST OF GATEWAY BOULEVARD OVERCROSSING |
QA Service Level | 1 (Verified on 10/19/2020) |
Sample Information
Sample Taken Date | 07/31/2020 | Sample Unique Key | 15 |
---|---|---|---|
Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 07/31/2020 |
Sample type | Verification | A brief description of the sample | WMA 1/2 asphalt sample |
The quantity of what the sample constitutes | 4 boxes | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Plant Technician | Last name of sampler or witnessed by | Plant Technician |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | DSG Sonul | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Hot Mix Asphalt | HMA Type | OGFC |
---|---|---|---|
HMA Grading | 1/2 inch | Lot number | |
Sublot number | HMA Mix Number | Not set |
Test Details
DIME Sample ID: 2020-07-31-15
DIME Test ID: 2020-07-31-15-2
Testing Lab: CT D04 - Hayward DME / District Laboratory
Test Method: CTM 368-November 2010: Method of Test for Optimum Bitumen Content (OBC) for Open Graded Asphalt Concrete
Test Release Date: 2020-08-19
Test Results
What type of OBC Mix is this?: ARB for RHMA-O
Input Type: Measured
Tester's full name: Reza Dineli
Date of test: 08/06/2020
Draindown at ABR sample 1
: 5 g
Draindown at ABR sample 2: 2.8 g
Draindown at ABR sample 3: 3.9 g
Average Draindown at ABR: 3.9 g
Draindown at ABR -0.7% sample 1: 1.5 g
Draindown at ABR -0.7% sample 2: 2.5 g
Draindown at ABR -0.7% sample 3: 2.2 g
Average Draindown at ABR -0.7% : 2.1 g
Draindown at ABR +0.7% sample1: 7.8 g
Draindown at ABR +0.7% sample2: 9.9 g
Draindown at ABR +0.7% sample3: 9 g
Average Draindown at ABR +0.7%: 8.9 g
OBC=OBC1: 5.5 %
For RHMA-0: 7.7 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/19/2020 ✔