Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000216 DEA: 081G6304 EFIS: 0816000043
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
DIME Sample ID: 2025-02-11-5
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: 02/11/2025
Date that the sample was received by the laboratory/organization performing the testing: 02/12/2025
The quantity of what the sample constitutes: 16 BX RHMA 2 BGS CMB AGG 1 BG HN 1 BG CRM 4 QTS PG64-16 4 QTS RBR BLND 2 QTS LAS 2 QTS RFX
A brief description of the sample: 3/4" RHMA G SP .50% LAS
From where was the sample collected: Manufacturer
Laboratory sample identification: 0130G-25
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Desert Hot Springs
DIME Test ID: 2025-02-11-5-1
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)
Verified Date: 03/24/2025
Date Tested: 01/18/2025
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:
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Bulk Specific Gravity
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2.304
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DIME Test ID: 2025-02-11-5-2
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 03/24/2025
Date Tested: 01/18/2025
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:
DIME Test ID: 2025-02-11-5-3
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 03/24/2025
Date Tested: 03/24/2025
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: complies
Additional Comments When Verified:
|
Unit system used?
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SI Units
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Average Dry Tensile Strength
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99.9 psi
|
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Average Wet Tensile Strength
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81.5 psi
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Tensile Strength Ratio
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81.6
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DIME Test ID: 2025-02-11-5-4
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: 03/24/2025
Date Tested: 02/14/2025
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:
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What temperature unit is used?
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Celsius
|
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Test procedure used?
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Method A
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Mass of HMA Sample prior to ignition
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2154.6 g
|
|
Corrected Asphalt Binder Content
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7.78 %
|
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Mass Loss
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169.2 g
|
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Correction Factor (Percent by mass of HMA Specimen)
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-0.07 %
|
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Moisture Content
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no data0 %
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Temperature Compensation Factor
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0.14 %
|
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Test Temperature
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538 C
|