Test 2020-06-23-36-1 (CTM 368-November 2010) Summary

Project Information
Project IdentifiersProject ID: 9999
DEA: 00000000
EFIS: 0000000000
COOP: 99999333399
MINOR: 333333
Permit Numbers: 555555 0400NRT0000
DIST-CO-RTE-PM03-SAC,OMG-888,99,80-0.6-0.6
Work DescriptionTHIS PROJECT RECORD WAS ADDED FOR DIME DEVELOPERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
Location DescriptionTHIS PROJECT RECORD WAS ADDED FOR DIME DEVELOPERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
Sample Information
Sample Taken Date6/23/2020 Sample Unique Key36
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testingNot set
Sample typeVerification A brief description of the sample1/2" RHMA-O
The quantity of what the sample constitutes4 cans From where was the sample collectedManufacturer
First name of sampler or witnessed byH Last name of sampler or witnessed byB
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameHanson Sunol Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeHot Mix Asphalt HMA TypeOGFC
HMA Grading1/2 inch Lot number
Sublot number JMF Verification ID JMF3513-2020-180
Test Details
DIME Sample ID: 2020-06-23-36
DIME Test ID: 2020-06-23-36-1
Testing Lab: CT D04 - DME / District Lab
Test Method: CTM 368-November 2010: Method of Test for Optimum Bitumen Content (OBC) for Open Graded Asphalt Concrete
Test Release Date: 2020-08-06
Test Results

What type of OBC Mix is this?: ARB for RHMA-O
Input Type: Measured
Tester's full name: BSK
Date of test: 06/22/2020
Draindown at ABR sample 1 : 2.5 g
Draindown at ABR sample 2: 4.7 g
Draindown at ABR sample 3: 3.1 g
Average Draindown at ABR: 3.4 g
Draindown at ABR -0.7% sample 1: 2.6 g
Draindown at ABR -0.7% sample 2: 1.8 g
Draindown at ABR -0.7% sample 3: 1.7 g
Average Draindown at ABR -0.7% : 2 g
Draindown at ABR +0.7% sample1: 4.4 g
Draindown at ABR +0.7% sample2: 5.9 g
Draindown at ABR +0.7% sample3: 7 g
Average Draindown at ABR +0.7%: 5.8 g
OBC=OBC1: 5.7 %
For RHMA-0: 7.98 %
General comments (publicly viewable) (Max 250 characters):

Test was verified on 08/06/2020