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Sample Record for 2020-05-29-30

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

Project Information

Project ID: 66667 DEA: JMFPP EFIS: 0019000043 QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for submitting Sample information for JMF Prequalification Program.
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-05-29-30
TL Number from the TL Form:
Sample Submitted By Organization: CT D05 - San Luis Obispo District Laboratory
Sample Organization Contact: (559) 230-3109
Type of Sample: Verification
Type of Material: Hot Mix Asphalt
Sample Taken Date: 05/29/2020
Date that the sample was received by the laboratory/organization performing the testing: 05/29/2020
The quantity of what the sample constitutes: Lab Mix
A brief description of the sample: Lab Mix for CTM 368
From where was the sample collected: Other
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Made in D5 Lab

Material Information

HMA Type: OGFC
HMA Grading: 1/2 inch
Lot number: Unknown
Sublot number: Unknown
HMA Mix Number:
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2020-05-29-30-1
Test Method: CTM 368-November 2010: Method of Test for Optimum Bitumen Content (OBC) for Open Graded Asphalt Concrete
Verified Date: 06/17/2020
Date Tested: 06/15/2020
Submitted By Organization: CT D05 - San Luis Obispo District Laboratory
Organization Address: 50 Higuera Street,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: glenn.johnson@dot.ca.gov
Organization Phone: (805) 549-3158
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
What type of OBC Mix is this? Unmodified asphalt
Draindown at ABR sample 1 no data
Draindown at ABR sample 2 no data
Draindown at ABR sample 3 no data
Average Draindown at ABR no data
Draindown at ABR -0.7% sample 1 no data
Draindown at ABR -0.7% sample 2 no data
Draindown at ABR -0.7% sample 3 no data
Average Draindown at ABR -0.7% no data
Draindown at ABR +0.7% sample1 no data
Draindown at ABR +0.7% sample2 no data
Draindown at ABR +0.7% sample3 no data
Average Draindown at ABR +0.7% no data
OBC=OBC1 5.2 %