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Sample Record for 2021-02-12-11

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

Project Information

Project ID: 215148 DEA: 081E8404 EFIS: 0814000113 QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV,SBD-62-R6.7/9.2,0.0/15.1,29.3/33.6
Work Description: REPLACE ROADWAY WITH RHMA-G AND HMA.
Location Description: IN RIVERSIDE AND SAN BERNARDINO COUNTIES IN AND NEAR YUCCA VALLEY AND IN TWENTYNINE PALMS FROM 0.2 MILE NORTH OF INDIAN CANYON DRIVE TO 0.6 MILE WEST OF UTAH TRAIL
Contractor Name: Matich Corporation
Contractor Address: P.O. Box 50,000, San Bernardino, CA 92412
Resident Engineer: Khoi Vu Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-02-12-11
TL Number from the TL Form:
Sample Submitted By Organization: Aragon Geotechnical, Incorporated
Sample Organization Contact: (951) 776-0345
Type of Sample: Quality Control
Type of Material: Hot Mix Asphalt
Sample Taken Date: 02/12/2021
Date that the sample was received by the laboratory/organization performing the testing: 02/15/2021
The quantity of what the sample constitutes: JMF renewal 16 boxs, 3 bags of each bin, 1 bag of belt cut
A brief description of the sample: 3/4" HMA Type A
From where was the sample collected: Supplier
Laboratory sample identification: 21-1096, 21-1097
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Matich-Lytle Creek

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number:

Test Results

Test 1 of 6

DIME Test ID: 2021-02-12-11-1
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 05/04/2021
Date Tested: 02/16/2021
Submitted By Organization: Aragon Geotechnical, Incorporated
Organization Address: 16801 Van Buren Boulevard, Building B,
Organization City: Riverside
Organization State: CA
Organization Zipcode: 92504
Organization Email: fernando@aragongeo.com
Organization Phone: (951) 776-0345
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Number of tests 1
What is the unit of measurement for theoretical density? US Units
Mass Determination Water
Specific Gravity for Sample 1 2.479
Theoretical maximum density at 25°C (77°F) no data

Test 2 of 6

DIME Test ID: 2021-02-12-11-2
Test Method: AASHTO T275-07r12: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Paraffin-Coated Specimens (Bulk Specific Gravity)
Verified Date: 05/04/2021
Date Tested: 02/16/2021
Submitted By Organization: Aragon Geotechnical, Incorporated
Organization Address: 16801 Van Buren Boulevard, Building B,
Organization City: Riverside
Organization State: CA
Organization Zipcode: 92504
Organization Email: fernando@aragongeo.com
Organization Phone: (951) 776-0345
General Comments for this Test: Briquette
Test Result Compliance:
Additional Comments When Verified:
Bulk Specific Gravity 2.383
Bulk Specific Gravity 2 2.394
Bulk Specific Gravity 3 2.379
Average Bulk Specific Gravity 2.385

Test 3 of 6

DIME Test ID: 2021-02-12-11-3
Test Method: AASHTO T308-10: 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: 05/04/2021
Date Tested: 02/16/2021
Submitted By Organization: Aragon Geotechnical, Incorporated
Organization Address: 16801 Van Buren Boulevard, Building B,
Organization City: Riverside
Organization State: CA
Organization Zipcode: 92504
Organization Email: fernando@aragongeo.com
Organization Phone: (951) 776-0345
General Comments for this Test: TWM
Test Result Compliance:
Additional Comments When Verified:
What temperature unit is used? Fahrenheit
Test procedure used? no data
Mass of HMA Sample prior to ignition no data
Corrected Asphalt Binder Content 4.67 %
Mass Loss no data
Correction Factor (Percent by mass of HMA Specimen) 0.24 %
Moisture Content no data
Temperature Compensation Factor no data
Test Temperature no data

Test 4 of 6

DIME Test ID: 2021-02-12-11-4
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 05/04/2021
Date Tested: 02/26/2021
Submitted By Organization: Aragon Geotechnical, Incorporated
Organization Address: 16801 Van Buren Boulevard, Building B,
Organization City: Riverside
Organization State: CA
Organization Zipcode: 92504
Organization Email: fernando@aragongeo.com
Organization Phone: (951) 776-0345
General Comments for this Test: Set 1 - at 15,000 passes
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) no data
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B) no data
Impression at specified number of passes, or specified maximum impression if applicable (Wheel A) no data
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B) no data
Stripping Inflection Point (Wheel A) no data
Stripping Inflection Point (Wheel B) no data

Test 5 of 6

DIME Test ID: 2021-02-12-11-5
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 05/04/2021
Date Tested: 02/26/2021
Submitted By Organization: Aragon Geotechnical, Incorporated
Organization Address: 16801 Van Buren Boulevard, Building B,
Organization City: Riverside
Organization State: CA
Organization Zipcode: 92504
Organization Email: fernando@aragongeo.com
Organization Phone: (951) 776-0345
General Comments for this Test: Set 2 - at 15,000 passes
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) no data
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B) no data
Impression at specified number of passes, or specified maximum impression if applicable (Wheel A) no data
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B) no data
Stripping Inflection Point (Wheel A) no data
Stripping Inflection Point (Wheel B) no data

Test 6 of 6

DIME Test ID: 2021-02-12-11-6
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 05/04/2021
Date Tested: 02/17/2021
Submitted By Organization: Aragon Geotechnical, Incorporated
Organization Address: 16801 Van Buren Boulevard, Building B,
Organization City: Riverside
Organization State: CA
Organization Zipcode: 92504
Organization Email: fernando@aragongeo.com
Organization Phone: (951) 776-0345
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 124 psi
Average Wet Tensile Strength 113 psi
Tensile Strength Ratio 91