Summary for Test 2020-07-08-31-2
Test performed: CTM 330-September 2017Project Information
Project Identifiers | Project ID: 214725 DEA: 020J1304 EFIS: 0219000064 |
---|---|
DIST-CO-RTE-PM | 02-LAS-139-43.0/53.0 |
Award Date | 04/10/2020 |
Closeout Date | 10/06/2020 |
Work Description | COLD IN-PLACE RECYCLING AND PLACE HMA (TYPE A). |
Location Description | LASSEN COUNTY ABOUT 42 MILES NORTH OF SUSANVILLE FROM 3.8 MILES NORTH OF SLATE CREEK TO 4.7 MILES SOUTH OF WILLOW CREEK RANCH ROAD |
QA Service Level | 1 (Verified on 03/02/2020) |
Sample Information
Sample Taken Date | 07/08/2020 | Sample Unique Key | 31 |
---|---|---|---|
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 | 07/23/2020 |
Sample type | Department Acceptance | A brief description of the sample | Emulsion |
The quantity of what the sample constitutes | 2 bottles | From where was the sample collected | Job Site |
First name of sampler or witnessed by | K | Last name of sampler or witnessed by | Pawley |
Title of sampler | Inspector | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Albina | Transportation Laboratory (TL) Number | 991117 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Asphaltic Emulsion | Emulsion Grade | Recycling Agent |
---|---|---|---|
Lot Number | 5 | Sub Lot | Not set |
Dilution Percentage Rate | Not set |
Test Details
DIME Sample ID: 2020-07-08-31
DIME Test ID: 2020-07-08-31-2
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: CTM 330-September 2017: Method of Test for Residue by Evaporation of Emulsified Asphalt
Test Release Date: 2020-08-05
Test Results
Input Type: Measured
Tester's full name: Juan Gomez
Date of test: 08/04/2020
Mb- Tare Weight of the container 1: 58.38 grams
Ma-Weight of container and asphalt emulsion residue 1: 84.56 grams
Weight of Asphalt Residue 1: 26.18 grams
Mb- Tare Weight of the container 2: 58.24 grams
Ma- Weight of container and asphalt emulsion residue 2: 84.37 grams
Wt. of Asphalt Residue 2: 26.13 grams
Mb- Tare Weight of the container 3: 58.52 grams
Ma- Weight of container and asphalt emulsion residue 3: 84.47 grams
Weight of Asphalt Residue 3: 25.95 grams
Average of all three readings: 26.09 grams
Residue: 104.4 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/5/2020 ✔