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

Sample Record for 2020-06-23-36


Project Information

Project ID: 9999 DEA: 00000000 EFIS: 0000000000 COOP: 99999333399 MINOR: 333333 Permit Numbers: 555555 0400NRT0000 QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC,OMG-888,99,80-0.6-0.6
Work Description: THIS PROJECT RECORD WAS ADDED FOR DIME DEVELOPERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
Location Description: THIS PROJECT RECORD WAS ADDED FOR DIME DEVELOPERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
Contractor Name: YYZ Contractor Address: 1234 address
Resident Engineer: RE_first RE_last Structure Rep.: SR_Last, SR_First

Sample Information

DIME Sample ID: 2020-06-23-36
TL Number from the TL Form:
Sample Submitted By Organization: CT D04 - DME / District Lab
Sample Organization Contact: (510) 507-3456
Type of Sample: Verification
Type of Material: Hot Mix Asphalt
Sample Taken Date: 06/23/2020
Date that the sample was received by the laboratory/organization performing the testing:
The quantity of what the sample constitutes: 4 cans
A brief description of the sample: 1/2" RHMA-O
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:

Material Information

HMA Type: OGFC
HMA Grading: 1/2 inch
Lot number:
Sublot number:

Test Results

Test 1 of 2

DIME Test ID: 2020-06-23-36-1
Test Method: CTM 368-November 2010: Method of Test for Optimum Bitumen Content (OBC) for Open Graded Asphalt Concrete
Verified Date: 08/06/2020
Date Tested: 06/22/2020
Submitted By Organization: CT D04 - DME / District Lab
Organization Address: 21339 Cabot Blvd
Test General Comments:
Additional Comments When Verified:
What type of OBC Mix is this? ARB for RHMA-O
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 %

Test Results

Test 2 of 2

DIME Test ID: 2020-06-23-36-2
Test Method: CTM 308-August 2010: Method of Test for Determining Bulk Specific Gravity and Density of Compacted Hot Mix Asphalt (Method B)
Verified Date: 08/06/2020
Date Tested: 06/22/2020
Submitted By Organization: CT D04 - DME / District Lab
Organization Address: 21339 Cabot Blvd
Test General Comments:
Additional Comments When Verified:
Aggregate Size 1/2-inch
Height of Briquette 1.05 in.
Bulk Specific Gravity 1.850
Density 115.2 lb/ft^3