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Sample Record for 2020-04-16-11

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

Project Information

Project ID: 214424 DEA: 051F6304 EFIS: 0514000040 QA Service Level: 1
DIST-CO-RTE-PM: 05-SLO-41-14.2/15.9
Work Description: ROUTE 41 ATASCADERO ADA PROJECT; CONSTRUCT ADA PATHWAYS AND RAMPS, DRAINAGE SYSTEMS AND SIGNALS.
Location Description: SAN LUIS OBISPO COUNTY IN ATASCADERO FROM SAN GABRIEL ROAD TO ROUTE 101/41 SEPARATION
Contractor Name: SOUZA CONSTRUCTION
Contractor Address: 4027 Santa Fe Road, San Luis Obispo, CA 93403
Resident Engineer: Hassan Iman Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-04-16-11
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: 04/16/2020
Date that the sample was received by the laboratory/organization performing the testing:
The quantity of what the sample constitutes: Lab mix for CTM 368
A brief description of the sample: Lab Mix
From where was the sample collected: Other
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: D5 Lab

Material Information

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

Test Results

Test 1 of 1

DIME Test ID: 2020-04-16-11-1
Test Method: CTM 368-November 2010: Method of Test for Optimum Bitumen Content (OBC) for Open Graded Asphalt Concrete
Verified Date: 04/24/2020
Date Tested: 04/16/2020
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: 5.58 DWAx1.4, converted to TWM, rounded to 7.20 TWM
Test Result Compliance: not applicable
Additional Comments When Verified:
What type of OBC Mix is this? ARB for RHMA-O
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 5.58 %
For RHMA-0 7.2 %