Print Report | Back to Sample Detail

Sample Record for 2020-04-09-3

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

Project Information

Project ID: 213579 DEA: 051C2504 EFIS: 0512000107 QA Service Level: 1
DIST-CO-RTE-PM: 05-MON-68-1.6/L4.1
Work Description: SHOULDER WIDENING, RUMBLE STRIPS, STRIPING, AND UPGRADE GUARDRAIL.
Location Description: MONTEREY COUNTY IN AND NEAR MONTEREY AT VARIOUS LOCATIONS FROM 0.1 MILE EAST OF PIEDMONT AVENUE TO 0.1 MILE EAST OF SCENIC DRIVE OVERCROSSING
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 580 West Beach St, Watsonville, CA 95076
Resident Engineer: Bertha Roman Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-04-09-3
TL Number from the TL Form:
Sample Submitted By Organization: CT D05 - San Luis Obispo District Laboratory
Sample Organization Contact: (559) 230-3109
Type of Sample: Verification
Type of Material: Hot Mix Asphalt
Sample Taken Date: 04/09/2020
Date that the sample was received by the laboratory/organization performing the testing: 04/09/2020
The quantity of what the sample constitutes: Lab mix for OGFC
A brief description of the sample: Made by D5 Lab
From where was the sample collected: Other
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: D5 Lab

Material Information

HMA Type: OGFC
HMA Grading: 1/2 inch
Lot number: Unknown
Sublot number: Unknown
HMA Mix Number:
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2020-04-09-3-1
Test Method: CTM 368-November 2010: Method of Test for Optimum Bitumen Content (OBC) for Open Graded Asphalt Concrete
Verified Date: 04/09/2020
Date Tested: 04/09/2020
Submitted By Organization: CT D05 - San Luis Obispo District Laboratory
Organization Address: 50 Higuera Street,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: glenn.johnson@dot.ca.gov
Organization Phone: (805) 549-3158
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
What type of OBC Mix is this? Unmodified asphalt
Draindown at ABR sample 1 3.4 g
Draindown at ABR sample 2 3.2 g
Draindown at ABR sample 3 3.4 g
Average Draindown at ABR 3.3 g
Draindown at ABR -0.7% sample 1 2.3 g
Draindown at ABR -0.7% sample 2 2.4 g
Draindown at ABR -0.7% sample 3 2.3 g
Average Draindown at ABR -0.7% 2.3 g
Draindown at ABR +0.7% sample1 7.4 g
Draindown at ABR +0.7% sample2 7.2 g
Draindown at ABR +0.7% sample3 7.4 g
Average Draindown at ABR +0.7% 7.4 g
OBC=OBC1 6.4 %