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Sample Record for 2020-06-18-48

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Project Information

Project ID: 214797 DEA: 031G2504 EFIS: 0318000107 QA Service Level: 1
DIST-CO-RTE-PM: 03-ED-193-19.3/R24.7
Work Description: COLD PLANE AC PAVEMENT, RHMA-G OVERLAY, & REPLACE GUARDRAIL.
Location Description: EL DORADO COUNTY NEAR PLACERVILLE FROM 0.1 MILE NORTH OF GARDEN VALLEY ROAD TO SOUTH FORK AMERICAN RIVER BRIDGE
Contractor Name: GEORGE REED INC
Contractor Address: 140 EMPIRE AVE, MODESTO CA 95354
Resident Engineer: Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-06-18-48
TL Number from the TL Form:
Sample Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Sample Organization Contact: (530) 741-4238
Type of Sample: Verification
Type of Material: Hot Mix Asphalt
Sample Taken Date: 06/18/2020
Date that the sample was received by the laboratory/organization performing the testing: 06/19/2020
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 1/2 inch RHMA-G
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: George Reed - Clements Plant

Material Information

HMA Type: RHMA-G
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number:
Test results on following page(s): 7

Test Results

Test 1 of 7

DIME Test ID: 2020-06-18-48-1
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: 11/06/2020
Date Tested: 07/30/2020
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: JMF20-012B
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used? Fahrenheit
Test procedure used? Method A
Mass of HMA Sample prior to ignition 1761.4 g
Corrected Asphalt Binder Content 7.7 %
Mass Loss no data
Correction Factor (Percent by mass of HMA Specimen) no data
Moisture Content no data
Temperature Compensation Factor no data
Test Temperature 1000.4 F

Test 2 of 7

DIME Test ID: 2020-06-18-48-2
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: 11/06/2020
Date Tested: 07/21/2020
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: JMF20-012B
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity 2.432
Bulk Specific Gravity 2 2.423
Bulk Specific Gravity 3 2.431
Average Bulk Specific Gravity 2.429

Test 3 of 7

DIME Test ID: 2020-06-18-48-3
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: 11/06/2020
Date Tested: 07/30/2020
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: JMF20-012B
Test Result Compliance: not applicable
Additional Comments When Verified:
Number of tests 1
What is the unit of measurement for theoretical density? US Units
Mass Determination Air
Specific Gravity for Sample 1 2.521
Theoretical maximum density at 25°C (77°F) no data

Test 4 of 7

DIME Test ID: 2020-06-18-48-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 11/06/2020
Date Tested: 07/21/2020
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: JMF20-012B
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 3.5 %
Percent Air Voids 2 3.9
Percent Air Voids 3 3.6
Average Percent Air Voids 3.7

Test 5 of 7

DIME Test ID: 2020-06-18-48-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 11/06/2020
Date Tested: 07/21/2020
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: JMF20-012B
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 142 psi
Average Wet Tensile Strength 118 psi
Tensile Strength Ratio 83

Test 6 of 7

DIME Test ID: 2020-06-18-48-6
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 11/06/2020
Date Tested: 07/30/2020
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: JMF20-012B
Test Result Compliance: complies
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) 2.61 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B) 3.61 mm
Stripping Inflection Point (Wheel A) 25000
Stripping Inflection Point (Wheel B) 25000

Test 7 of 7

DIME Test ID: 2020-06-18-48-7
Test Method: AASHTO T312-14: Preparing and Determining the Density of Asphalt Mixture Specimens by Means of the Superpave Gyratory Compactor (Method of Compaction)
Verified Date: 11/06/2020
Date Tested: 07/30/2020
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: JMF20-012B
Test Result Compliance: complies
Additional Comments When Verified:
Volume of the specimen 1732.94 cm^3
Uncorrected relative density (Gmmu50-150) no data
Relative density (Gmm50-150) 2.4 %
Air Voids (AV50-150) 3.7 %