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Sample Record for 2021-08-04-35

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

Project Information

Project ID: 66667 DEA: JMFPP EFIS: 0019000043 QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for submitting Sample information for JMF Prequalification Program.
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-08-04-35
TL Number from the TL Form:
Sample Submitted By Organization: RMA Group - Rancho Cucamonga
Sample Organization Contact: (909) 989-1751
Type of Sample: Informational
Type of Material: Hot Mix Asphalt
Sample Taken Date: 08/04/2021
Date that the sample was received by the laboratory/organization performing the testing: 08/04/2021
The quantity of what the sample constitutes: 12 Boxes
A brief description of the sample: RHMA
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: AAA Corona

Material Information

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

Test Results

Test 1 of 2

DIME Test ID: 2021-08-04-35-1
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 09/01/2021
Date Tested: 08/04/2021
Submitted By Organization: RMA Group - Rancho Cucamonga
Organization Address: 12130 Santa Margarita Court,
Organization City: Rancho Cucamonga
Organization State: CA
Organization Zipcode: 91730
Organization Email: cbachler@rmacompanies.com
Organization Phone: (909) 989-1751
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel A) 15000
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B) 15000
Impression at specified number of passes, or specified maximum impression if applicable (Wheel A) 3 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B) 5 mm
Stripping Inflection Point (Wheel A) >25000
Stripping Inflection Point (Wheel B) >25000

Test 2 of 2

DIME Test ID: 2021-08-04-35-2
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 09/01/2021
Date Tested: 08/04/2021
Submitted By Organization: RMA Group - Rancho Cucamonga
Organization Address: 12130 Santa Margarita Court,
Organization City: Rancho Cucamonga
Organization State: CA
Organization Zipcode: 91730
Organization Email: cbachler@rmacompanies.com
Organization Phone: (909) 989-1751
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 154 psi
Average Wet Tensile Strength 98 psi
Tensile Strength Ratio 64