Print Report | Back to Sample Detail

Sample Record for 2020-10-13-3

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

Project Information

Project ID: 213598 DEA: 051F75U4 EFIS: 0518000092 QA Service Level: 1
DIST-CO-RTE-PM: 05-MON-101-R36.9/47.7
Work Description: CRCP, SEISMIC RETROFIT, BRIDGE WIDENING AND MEDIAN BARRIER
Location Description: MONTEREY COUNTY IN AND NEAR KING CITY FROM 0.4 MILE SOUTH OF WILD HORSE ROAD OVERCROSSING TO TEAGUE AVENUE
Contractor Name: OHL USA, INC.
Contractor Address: 1920 Main St. Suite 310, Irvine, CA 92614
Resident Engineer: Adam Rianda Structure Rep.: Moreno, Juan

Sample Information

DIME Sample ID: 2020-10-13-3
TL Number from the TL Form:
Sample Submitted By Organization: CT D05 - Field Laboratory
Sample Organization Contact: (559) 230-3109
Type of Sample: Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 10/13/2020
Date that the sample was received by the laboratory/organization performing the testing: 10/14/2020
The quantity of what the sample constitutes: 1 box
A brief description of the sample: 3/4" HMA-A w/ RAP & LAS
From where was the sample collected: Manufacturer
Laboratory sample identification: 20-A-276
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Coalinga

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: 5
Sublot number: 5
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2020-10-13-3-1
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Asphalt Binder Content)
Verified Date: 10/15/2020
Date Tested: 10/15/2020
Submitted By Organization: CT D05 - Field Laboratory
Organization Address: 50 Higuera St,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: doug.lambert@dot.ca.gov
Organization Phone: (559) 230-3109
General Comments for this Test:
Additional Comments When Verified:
Test procedure used? Method A
Asphalt Binder Content 4.63 %
Mass of HMA prior to ignition no data
Mass of aggregate remaining after ignition no data
Correction Factor (Percent by mass of HMA Specimen) no data
Moisture Content no data
Test Temperature no data

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.