Summary for Test 2020-09-03-18-1

Test performed: CTM 330-September 2017

Project Information

Project IdentifiersProject ID: 214605
DEA: 051K7904
EFIS: 0519000026
DIST-CO-RTE-PM05-SB-166-R51.1/55.0
Award Date02/26/2020
Closeout Date08/23/2021
Work DescriptionCOLD IN-PLACE RECYCLING AND RHMA OVERLAY.
Location DescriptionSANTA BARBARA COUNTY ABOUT 10 MILES WEST OF NEW CUYAMA FROM CUYAMA RIVER BRIDGE TO 3.1 MILES EAST OF COTTONWOOD CANYON ROAD
QA Service Level1 (Verified on 04/08/2020)

Sample Information

Sample Taken Date09/03/2020 Sample Unique Key18
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 testing09/14/2020
Sample typeDepartment Acceptance A brief description of the sampless-1h emulsion - Fog Seal
The quantity of what the sample constitutes1 jug From where was the sample collectedJob Site
First name of sampler or witnessed bycalportland Last name of sampler or witnessed bycalportland
Title of samplerdriver Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameVSS Emultech Bakersfield Transportation Laboratory (TL) Number200903F
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphaltic Emulsion Emulsion GradeSS-1h
Lot NumberNot set Sub LotNot set

Test Details

DIME Sample ID: 2020-09-03-18
DIME Test ID: 2020-09-03-18-1
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: 2020-09-16

Test Results


Input Type: Measured
Tester's full name: Eva Torres
Date of test: 09/16/2020
Mb- Tare Weight of the container 1: 52.98 grams
Ma-Weight of container and asphalt emulsion residue 1: 68.4 grams
Weight of Asphalt Residue 1: 15.42 grams
Mb- Tare Weight of the container 2: 53.01 grams
Ma- Weight of container and asphalt emulsion residue 2: 68.44 grams
Wt. of Asphalt Residue 2: 15.43 grams
Mb- Tare Weight of the container 3: 52.69 grams
Ma- Weight of container and asphalt emulsion residue 3: 68.1 grams
Weight of Asphalt Residue 3: 15.41 grams
Average of all three readings: 15.42 grams
Residue: 61.7 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/16/2020