Summary for Test 2020-08-07-19-2
Test performed: CTM 368-November 2010Project Information
Project Identifiers | Project ID: 212618 DEA: 044G0564 EFIS: 0417000154 |
---|---|
DIST-CO-RTE-PM | 04-ALA-680-M2.4/M12.4 |
Award Date | 11/16/2017 |
Closeout Date | 12/08/2022 |
Work Description | ROADWAY REHAB, BRIDGE REPLACEMENT, RET. WALLS, TOLL SYSTEMS |
Location Description | FREMONT AND AT SUNOL FROM MISSION BOULEVARD SEPARATION TO KOOPMAN ROAD UNDERCROSSING |
QA Service Level | 1 (Verified on 10/16/2017) |
Sample Information
Sample Taken Date | 08/07/2020 | Sample Unique Key | 19 |
---|---|---|---|
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 | Not set |
Sample type | Verification | A brief description of the sample | 1/2" WRHMA-O-SP |
The quantity of what the sample constitutes | 2 cans | From where was the sample collected | Fabricator |
First name of sampler or witnessed by | Dennis | Last name of sampler or witnessed by | Yeung |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Hanson Sunol Plant | 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: 2020-08-07-19
DIME Test ID: 2020-08-07-19-2
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: 2020-08-18
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: 08/12/2020
Draindown at ABR sample 1
: 3.7 g
Draindown at ABR sample 2: 3.2 g
Draindown at ABR sample 3: 4 g
Average Draindown at ABR: 3.6 g
Draindown at ABR -0.7% sample 1: 2 g
Draindown at ABR -0.7% sample 2: 1.7 g
Draindown at ABR -0.7% sample 3: 2 g
Average Draindown at ABR -0.7% : 1.9 g
Draindown at ABR +0.7% sample1: 4.6 g
Draindown at ABR +0.7% sample2: 4.9 g
Draindown at ABR +0.7% sample3: 4.9 g
Average Draindown at ABR +0.7%: 4.8 g
OBC=OBC1: 5.7 %
For RHMA-0: 7.98 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/18/2020 ✔