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Sample Record for 2024-09-17-94

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 55556 DEA: OCR EFIS: OCR QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for submitting Sample information for Oregon Corp. Research.
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-09-17-94
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Acceptance
Type of Material: Asphaltic Emulsion
Sample Taken Date: 09/17/2024
Date that the sample was received by the laboratory/organization performing the testing: 09/19/2024
The quantity of what the sample constitutes: 1 of 1
A brief description of the sample: CRS-2P
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Oregon Cooperative Test Group

Material Information

Emulsion Grade: CRS-2
Lot Number:
Sub Lot:

Test Results

Test 1 of 4

DIME Test ID: 2024-09-17-94-1
Test Method: AASHTO T59-22: Standard Method of Test for Emulsified Asphalts (Viscosity (Saybolt Furol) (Sec. 9))
Verified Date: 10/04/2024
Date Tested: 10/04/2024
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: @ 50C
Test Result Compliance:
Additional Comments When Verified:
Efflux time (ET) for test sample 224.5 sec
Corrected efflux time as the Saybolt Furol viscosity (Corrected V) 225 sec
Test efflux temperature 50 F

Test 2 of 4

DIME Test ID: 2024-09-17-94-2
Test Method: AASHTO T59-22: Standard Method of Test for Emulsified Asphalts (Residue and Oil Distillate (Sec. 6))
Verified Date: 10/04/2024
Date Tested: 10/04/2024
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: @177C (300 GRAMS WITH 20 MINUTES HOLD )
Test Result Compliance:
Additional Comments When Verified:
What parameters are being calculated? Both
Is this a polymer-modified emulsion Yes
Percentage of oil residue 65.1 %
Percentage of oil distillate (by volume of emulsified asphalt) 0.3 %

Test 3 of 4

DIME Test ID: 2024-09-17-94-3
Test Method: AASHTO T49-15: Standard Method of Test for Penetration of Bituminous Materials
Verified Date: 10/04/2024
Date Tested: 10/03/2024
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: PEN. @ 25C 100 GRAMS
Test Result Compliance:
Additional Comments When Verified:
Was test performed on residue from distillation or evaporation? Distillation
Temperature (C) 25 C
Load (grams) 50 grams
Time (sec) 5 second
Average Penetration 104 dmm

Test 4 of 4

DIME Test ID: 2024-09-17-94-4
Test Method: AASHTO T301-22: Standard Method of Test for Elastic Recovery Test of Asphalt Materials by Means of a Ductilometer
Verified Date: 10/04/2024
Date Tested: 10/03/2024
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Final Reading from the testing machine (X) 4 cm
% Elongation Recovery 80 %