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Sample Record for 2020-08-13-23

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Project Information

Project ID: 214572 DEA: 034E62U4 EFIS: 0319000068 QA Service Level: 1
DIST-CO-RTE-PM: 03-ED-50-18.5/24.2
Work Description: CONSTRUCT UC, MED BARRIER, DRAINAGE SYSTEMS & HMA OVERLAY.
Location Description: EL DORADO COUNTY IN AND NEAR PLACERVILLE FROM MOSQUITO ROAD UNDERCROSSING TO SCHNELL SCHOOL ROAD UNDERCROSSING AND FROM 0.2 MILE WEST OF STILL MEADOW ROAD TO 0.2 MILE EAST OF CARSON ROAD
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 3075 Townsgate Road, Suite 200, Westlake Village, CA 91361
Resident Engineer: Nathan Alterton Structure Rep.: Raymand Macy

Sample Information

DIME Sample ID: 2020-08-13-23
TL Number from the TL Form: c765906
Sample Submitted By Organization: CT D03 - North Region Materials Lab
Sample Organization Contact: (530) 741-4238
Type of Sample: Verification
Type of Material: Hot Mix Asphalt
Sample Taken Date: 08/13/2020
Date that the sample was received by the laboratory/organization performing the testing: 08/14/2020
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 3/4 inch HMA - A
From where was the sample collected: Manufacturer
Laboratory sample identification: JMF20-035
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Aggregates - Grantline Plant

Material Information

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

Test Results

Test 1 of 6

DIME Test ID: 2020-08-13-23-1
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Asphalt Binder Content)
Verified Date: 12/30/2020
Date Tested: 08/26/2020
Submitted By Organization: CT D03 - North Region Materials Lab
Organization Address: 5330 Arboga Rd,
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: JMF20-035
Test Result Compliance: complies
Additional Comments When Verified: JMF20-035
Asphalt Binder Content 4.80 %
Correction Factor (Percent by mass of HMA Specimen) no data

Test 2 of 6

DIME Test ID: 2020-08-13-23-2
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: 12/30/2020
Date Tested: 08/26/2020
Submitted By Organization: CT D03 - North Region Materials Lab
Organization Address: 5330 Arboga Rd,
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: JMF20-035. Test date estimated.
Test Result Compliance: not applicable
Additional Comments When Verified: JMF20-035
Bulk Specific Gravity 2.456
Bulk Specific Gravity 2 2.457
Bulk Specific Gravity 3 2.451
Average Bulk Specific Gravity 2.455

Test 3 of 6

DIME Test ID: 2020-08-13-23-3
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: 12/30/2020
Date Tested: 08/26/2020
Submitted By Organization: CT D03 - North Region Materials Lab
Organization Address: 5330 Arboga Rd,
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: JMF20-035. Test date estimated.
Test Result Compliance: not applicable
Additional Comments When Verified: JMF20-035
Number of tests 1
Mass Determination Air
Specific Gravity for Sample 1 2.517

Test 4 of 6

DIME Test ID: 2020-08-13-23-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 12/30/2020
Date Tested: 08/26/2020
Submitted By Organization: CT D03 - North Region Materials Lab
Organization Address: 5330 Arboga Rd,
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: JMF20-035. Test date estimated.
Test Result Compliance: complies
Additional Comments When Verified: JMF20-035
Percent Air Voids 2.4 %
Percent Air Voids 2 2.4
Percent Air Voids 3 2.6
Percent Air Voids Average 2.5

Test 5 of 6

DIME Test ID: 2020-08-13-23-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 12/30/2020
Date Tested: 08/26/2020
Submitted By Organization: CT D03 - North Region Materials Lab
Organization Address: 5330 Arboga Rd,
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: JMF20-035. Test date estimated.
Test Result Compliance: complies
Additional Comments When Verified: JMF20-035
Average Dry Tensile Strength 177 psi
Average Wet Tensile Strength 148 psi
Tensile Strength Ratio 84

Test 6 of 6

DIME Test ID: 2020-08-13-23-6
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 12/30/2020
Date Tested: 08/27/2020
Submitted By Organization: CT D03 - North Region Materials Lab
Organization Address: 5330 Arboga Rd,
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: JMF20-035.
Test Result Compliance: complies
Additional Comments When Verified: JMF20-035
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) 4.14 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B) 6.99 mm
Stripping Inflection Point (Wheel A) 25000
Stripping Inflection Point (Wheel B) 25000

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.