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Sample Record for 2020-06-23-36

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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, Sacramento, CA 95824
Resident Engineer: RE_first RE_last Structure Rep.: SR_First SR_Last

Sample Information

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: 10/28/2025
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

Material Information

HMA Type: OGFC
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number:
Binder content (%):
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test results on following page(s): 3

Test Results

Test 1 of 3

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 %

Test 2 of 3

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

Test 3 of 3

DIME Test ID: 2020-06-23-36-3
Test Method: AASHTO T308-25: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content)
Verified Date: 10/28/2025
Date Tested: 10/28/2025
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
What temperature unit is used? Fahrenheit
Test procedure used? Method A
Mass of the specimen basket assembly 3968.8 g
Mass of the specimen and specimen basket assembly prior to ignition 6014.1 g
Corrected Asphalt Binder Content 4.18 %
Mass of HMA Sample prior to ignition 2045.3 g
Mass Loss 92.8 g
Mass of aggregate remaining after ignition 1952.5 g
Correction Factor (Percent by mass of HMA Specimen) 0.36 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 F