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Sample Record for 2025-02-24-12

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

Project Information

Project ID: 1000216 DEA: 081G6304 EFIS: 0816000043 COOP: NONE QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-111-47.2/55.3
Work Description: RHMA-G, REPLACE AC SURFACING, AND COLD PLANE AC PVMT.
Location Description: RIVERSIDE COUNTY IN PALM SPRINGS FROM GOLF CLUB DRIVE TO WEST GATEWAY DRIVE
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 3800 Monroe St, Indio Ca 92203
Resident Engineer: Francisco Montellano Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-02-24-12
TL Number from the TL Form:
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Production Start-Up
Type of Material: Hot Mix Asphalt
Sample Taken Date: 02/24/2025
Date that the sample was received by the laboratory/organization performing the testing: 02/26/2025
The quantity of what the sample constitutes: 22 BX RHMA 2 BG CMB AG 1 BG HN 1 BG RC 4 QT PG64-165 QT RBR BLND 2 QT RFX
A brief description of the sample: 3/4" RHMA G SP .50% LAS
From where was the sample collected: Manufacturer
Laboratory sample identification: 0142G-25
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Desert Hot Springs

Material Information

HMA Type: RHMA-G
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number: 1556
Binder content (%):
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test results on following page(s): 6

Test Results

Test

DIME Test ID: 2025-02-24-12-1
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)
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
Data has not been verified.

Test

DIME Test ID: 2025-02-24-12-2
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: 03/21/2025
Date Tested: 03/04/2025
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity 2.314

Test

DIME Test ID: 2025-02-24-12-3
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: 03/21/2025
Date Tested: 03/21/2025
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
Number of tests 1
What is the unit of measurement for theoretical density? SI Units
Mass Determination Air
Specific Gravity for Sample 1 2.402
Theoretical maximum density at 25°C (77°F) 1 kg/m^3

Test

DIME Test ID: 2025-02-24-12-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 03/21/2025
Date Tested: 03/04/2025
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 3.7 %

Test

DIME Test ID: 2025-02-24-12-5
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 03/21/2025
Date Tested: 02/24/2025
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
General Comments for this Test:
Test Result Compliance: not applicable
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) 25000
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B) 25000
Impression at specified number of passes, or specified maximum impression if applicable (Wheel A) 2.51 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B) 3 mm
Stripping Inflection Point (Wheel A) 2.51
Stripping Inflection Point (Wheel B) 3.00

Test

DIME Test ID: 2025-02-24-12-6
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: 03/21/2025
Date Tested: 03/01/2025
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of HMA Sample prior to ignition 2180.6 g
Corrected Asphalt Binder Content 7.45 %
Mass Loss 164.9 g
Correction Factor (Percent by mass of HMA Specimen) 0.05 %
Moisture Content no data0 %
Temperature Compensation Factor 0.06 %
Test Temperature 538 C