Summary for Test 2020-09-15-15-1
Test performed: CTM 330-September 2017Project Information
Project Identifiers | Project ID: 214694 DEA: 09380604 EFIS: 0919000055 |
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DIST-CO-RTE-PM | 09-INY-136,190-7.0/17.7,24.6/24.8 |
Award Date | 04/03/2020 |
Closeout Date | 12/04/2020 |
Work Description | COLD IN-PLACE RECYCLING AND HOT MIX ASPHALT OVERLAY. |
Location Description | INYO COUNTY AT AND NEAR KEELER ON ROUTE 136 FROM 0.8 MILE WEST OF DOLOMITE LOOP ROAD EAST TO ROUTE 190 AND ON ROUTE 190 FROM ROUTE 136 TO 0.3 MILE EAST OF ROUTE 136 |
QA Service Level | 1 (Verified on 12/04/2020) |
Sample Information
Sample Taken Date | 09/15/2020 | Sample Unique Key | 15 |
---|---|---|---|
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 | 09/25/2020 |
Sample type | Acceptance | A brief description of the sample | PASS-R ASPHALTIC EMULSION |
The quantity of what the sample constitutes | 1 jar | From where was the sample collected | Job Site |
First name of sampler or witnessed by | B | Last name of sampler or witnessed by | Navman |
Title of sampler | TET | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Irwindale Facility | Transportation Laboratory (TL) Number | 992955 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Asphaltic Emulsion | Emulsion Grade | PASS-R |
---|---|---|---|
Lot Number | Not set | Sub Lot | Not set |
Test Details
DIME Sample ID: 2020-09-15-15
DIME Test ID: 2020-09-15-15-1
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: 2020-09-29
Test Results
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 09/28/2020
Mb- Tare Weight of the container 1: 52.8 grams
Ma-Weight of container and asphalt emulsion residue 1: 68.8 grams
Weight of Asphalt Residue 1: 16 grams
Mb- Tare Weight of the container 2: 52.6 grams
Ma- Weight of container and asphalt emulsion residue 2: 68.6 grams
Wt. of Asphalt Residue 2: 16 grams
Mb- Tare Weight of the container 3: 52.6 grams
Ma- Weight of container and asphalt emulsion residue 3: 68.5 grams
Weight of Asphalt Residue 3: 15.9 grams
Average of all three readings: 15.97 grams
Residue: 63.9 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/29/2020 ✔