Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 19 DEA: 010A7704 EFIS: 0100020390
QA Service Level: 1
DIST-CO-RTE-PM: 01-DN-101-21.0/21.5
Work Description: Repair Slipout
Location Description: Near Crescent City from Crushing Creek Viaduct to .5 miles of the viaduct
Contractor Name: Robert J Frank Construction, Inc.
Contractor Address: 2806 Tarmac Road, Redding, CA,96003
Resident Engineer: Gary Johnson Structure Rep.: Unknown
DIME Sample ID: 2024-07-08-50
TL Number from the TL Form:
Sample Submitted By Organization: CT D04 - Richmond Field Laboratory
Sample Organization Contact: (510) 231-7151
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 07/08/2024
Date that the sample was received by the laboratory/organization performing the testing: 07/09/2024
The quantity of what the sample constitutes: 4 boxes
A brief description of the sample: Hot mix asphalt in boxes
From where was the sample collected: Manufacturer
Laboratory sample identification: Rich_24_ 082
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Dutra Materials Richmond
DIME Test ID: 2024-07-08-50-1
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: 07/15/2024
Date Tested: 07/09/2024
Submitted By Organization: CT D04 - Richmond Field Laboratory
Organization Address: 3401 Regatta Boulevard,
Organization City: Richmond
Organization State: CA
Organization Zipcode: 94508
Organization Email: santiago.sequeira@dot.ca.gov
Organization Phone: (510) 385-7641
General Comments for this Test: RAP BURN ONLY
Test Result Compliance: complies
Additional Comments When Verified:
|
What temperature unit is used?
|
Fahrenheit
|
|
Test procedure used?
|
Method A
|
|
Mass of the specimen basket assembly
|
3074.4 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5068 g
|
|
Mass of HMA Sample prior to ignition
|
1993.6 g
|
|
Corrected Asphalt Binder Content
|
6.16 %
|
|
Mass Loss
|
125.8 g
|
|
Mass of aggregate remaining after ignition
|
1867.8 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
no data0 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
0.15 %
|
|
Test Temperature
|
899.6 F
|
DIME Test ID: 2024-07-08-50-2
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: 07/15/2024
Date Tested: 07/09/2024
Submitted By Organization: CT D04 - Richmond Field Laboratory
Organization Address: 3401 Regatta Boulevard,
Organization City: Richmond
Organization State: CA
Organization Zipcode: 94508
Organization Email: santiago.sequeira@dot.ca.gov
Organization Phone: (510) 385-7641
General Comments for this Test: Correction factor Burn sample 1 of 2
Test Result Compliance: complies
Additional Comments When Verified:
|
What temperature unit is used?
|
Celsius
|
|
Test procedure used?
|
Method A
|
|
Mass of HMA Sample prior to ignition
|
2110 g
|
|
Corrected Asphalt Binder Content
|
5.95 %
|
|
Mass Loss
|
128.2 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
no data0 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
0.13 %
|
|
Test Temperature
|
482 C
|
DIME Test ID: 2024-07-08-50-3
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: 07/15/2024
Date Tested: 07/09/2024
Submitted By Organization: CT D04 - Richmond Field Laboratory
Organization Address: 3401 Regatta Boulevard,
Organization City: Richmond
Organization State: CA
Organization Zipcode: 94508
Organization Email: santiago.sequeira@dot.ca.gov
Organization Phone: (510) 385-7641
General Comments for this Test: Lot 1 SL1 HMA Hot Mix correction factor sample 2
Test Result Compliance: complies
Additional Comments When Verified:
|
What temperature unit is used?
|
Celsius
|
|
Test procedure used?
|
Method A
|
|
Mass of HMA Sample prior to ignition
|
2010 g
|
|
Corrected Asphalt Binder Content
|
5.85 %
|
|
Mass Loss
|
125.8 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
no data0 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
0.14 %
|
|
Test Temperature
|
482 C
|