Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993333 DEA: 04264724 EFIS: 0419000068
QA Service Level: 1
DIST-CO-RTE-PM: 04-MRN-101-R20.8/27.1
Work Description: CIP BRIDGES, CONSTRUCT ROADWAY, RETAINING WALLS AND MODIFY ELECTRICAL.
Location Description: MARIN COUNTY IN AND NEAR NOVATO FROM 0.1 MILE SOUTH OF FRANKLIN AVENUE OVERHEAD TO 0.5 MILE SOUTH OF SAN ANTONIO CREEK BRIDGE
Contractor Name: GHILOTTI CONSTRUCTION CO. INC. (RILEY GENAZZI & JOSH SERAFINO)
Contractor Address: 246 GHILOTTI AVE., SANTA ROSA, CA 95407
Resident Engineer: Fabio La Serna Structure Rep.: Jeremy Light
DIME Sample ID: 2023-04-10-68
TL Number from the TL Form:
Sample Submitted By Organization: CT D04 - Petaluma Field Laboratory
Sample Organization Contact: (510) 385-6841
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 04/10/2023
Date that the sample was received by the laboratory/organization performing the testing: 04/11/2023
The quantity of what the sample constitutes: 2 boxes
A brief description of the sample: 3/4"HMA-A-WMA
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Dutra San Rafael
DIME Test ID: 2023-04-10-68-1
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: 05/03/2023
Date Tested: 04/11/2023
Submitted By Organization: CT D04 - Petaluma Field Laboratory
Organization Address: 5675 Gibraltar Drive,
Organization City: Pleasanton
Organization State: CA
Organization Zipcode: 94588
Organization Email: glenn.cea@dot.ca.gov
Organization Phone: (510) 385-6841
General Comments for this Test: Lot 4 Sublot 3
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used?
|
Celsius
|
Test procedure used?
|
Method A
|
Mass of the specimen basket assembly
|
3232.6 g
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5301.2 g
|
Mass of HMA Sample prior to ignition
|
2068.6 g
|
Corrected Asphalt Binder Content
|
5.6 %
|
Mass Loss
|
130.8 g
|
Mass of aggregate remaining after ignition
|
1937.8 g
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.58 %
|
Moisture Content
|
no data0 %
|
Temperature Compensation Factor
|
0.14 %
|
Test Temperature
|
482 C
|