Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 213811 DEA: 112T2184 EFIS: 1116000174
QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-5-R38.4/R47.3
Work Description: (Alternative Delivery) Construct HOV lanes, soundwalls, culvert rehab, ITS, and bike trail on I-5 . NCC I-5 Highway Improvement.
Location Description: IN SAN DIEGO COUNTY IN ENCINITAS AND CARLSBAD FROM SAN ELIJO LAGOON BRIDGE TO 0.3 MILE NORTH OF PALOMAR AIRPORT ROAD OVERCROSSING.
Contractor Name: Flatiron-Skanska-Stacy and Witbeck, a Joint Venture
Contractor Address: 1525 Faraday Ave. #180, Carlsbad, CA 92008
Resident Engineer: Yong Pak Structure Rep.: Cailyn Le
DIME Sample ID: 2022-01-24-11
TL Number from the TL Form:
Sample Submitted By Organization: CT D11 - District 11 Materials Laboratory
Sample Organization Contact: (858) 518-8709
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 01/24/2022
Date that the sample was received by the laboratory/organization performing the testing: 01/25/2022
The quantity of what the sample constitutes: 2 Boxes, 2 Bags, 2 Cans
A brief description of the sample: 1/2" HMA-O
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Otay
DIME Test ID: 2022-01-24-11-1
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content)
Verified Date: 02/01/2022
Date Tested: 01/28/2022
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: Fail
Test Result Compliance: does not comply
Additional Comments When Verified:
|
What temperature unit is used?
|
Fahrenheit
|
|
Test procedure used?
|
Method A
|
|
Mass of the specimen basket assembly
|
no data
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
no data
|
|
Mass of HMA Sample prior to ignition
|
1617.3 g
|
|
Corrected Asphalt Binder Content
|
4.57 %
|
|
Mass Loss
|
no data
|
|
Mass of aggregate remaining after ignition
|
1533.8 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.59 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
no data
|
|
Test Temperature
|
528 F
|
DIME Test ID: 2022-01-24-11-2
Test Method: AASHTO T329-13: Standard Method of Test for Moisture Content of Asphalt Mixtures by Oven Method (Moisture Content)
Verified Date: 02/01/2022
Date Tested: 01/27/2022
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: Pass
Test Result Compliance: complies
Additional Comments When Verified:
|
Moisture Content
|
0.09 %
|
|
Percent Change
|
no data0 %
|