Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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, Sacramento, CA 95824
Resident Engineer: RE_first RE_last Structure Rep.: SR_First SR_Last
DIME Sample ID: 2020-06-23-36
TL Number from the TL Form:
Sample Submitted By Organization: CT D04 - Hayward DME / District Laboratory
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:
The fabricator/manufacturer/facility name: Hanson Sunol
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 - Hayward DME / District Laboratory
Organization Address: 111 Grand Avenue,
Organization City: Oakland
Organization State: CA
Organization Zipcode: 94623
Organization Email: mohammad.dehghan@dot.ca.gov
Organization Phone: (510) 286-4717
General Comments for this Test:
Test Result Compliance: complies
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 %
|
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 - Hayward DME / District Laboratory
Organization Address: 111 Grand Avenue,
Organization City: Oakland
Organization State: CA
Organization Zipcode: 94623
Organization Email: mohammad.dehghan@dot.ca.gov
Organization Phone: (510) 286-4717
General Comments for this Test:
Test Result Compliance: complies
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
|