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Sample Record for 2019-01-23-5

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Project Information

Project ID: 212910 DEA: 080K2914 EFIS: 0812000098 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-10-30.9/33.3
Work Description: LANE REPLACEMENT
Location Description: SAN BERNARDINO COUNTY IN REDLANDS FROM ORANGE STREET UNDERCROSSING TO REDLANDS BLVD OFF-RAMP UNDERCROSSING
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 13170 TELFAIR AVENUE, SYLMAR, CA 91342
Resident Engineer: Miguel Calixto Structure Rep.: El-Zaynab, Ali

Sample Information

DIME Sample ID: 2019-01-23-5
TL Number from the TL Form:
Sample Submitted By Organization: CT - Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 01/23/2019
Date that the sample was received by the laboratory/organization performing the testing: 01/24/2019
The quantity of what the sample constitutes: 2 boxs
A brief description of the sample: HMA-A 3/4" R22 PG64-28M (0.5% LAS)
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Corona

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:

Test Results

Test 1 of 1

DIME Test ID: 2019-01-23-5-2
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Asphalt Binder Content)
Verified Date: 01/31/2019
Date Tested: 01/28/2019
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 213-792-4794
General Comments for this Test: CF (Binder CF and Temp Comp)
Additional Comments When Verified: Miguel, we are starting to use DIME to publish lab reports. this is the first report.
Test procedure used? Method B
Asphalt Binder Content 4.73 %
Mass of HMA prior to ignition 2082.8 g
Mass of aggregate remaining after ignition 1975.2 g
Correction Factor (Percent by mass of HMA Specimen) 0.44 %
Moisture Content 0 %
Test Temperature 5.38 F

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
2019-01-23-5-1AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Asphalt Binder Content)01/31/201901/24/2019Brian TehCT - Southern Regional LaboratoryRoger Khoudessian