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Sample Record for 2021-06-17-50

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Project Information

Project ID: 215627 DEA: 032G2004 EFIS: 0321000024 QA Service Level: 1
DIST-CO-RTE-PM: 03-YOL-128-0.0/9.8
Work Description: PLACE RHMA AND REPLACE ASPHALT CONCRETE.
Location Description: YOLO COUNTY IN AND NEAR WINTERS FROM PUTAH CREEK BRIDGE TO ROUTE 128/505 SEPARATION
Contractor Name: LAMON CONSTRUCTION
Contractor Address: 871 Von Geldern Way, Yuba City, California 95991
Resident Engineer: David Maher Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-06-17-50
TL Number from the TL Form:
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: 06/17/2021
Date that the sample was received by the laboratory/organization performing the testing: 07/21/2021
The quantity of what the sample constitutes: 32 boxes of mix
A brief description of the sample: 3/4" RHMA-G
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Woodland Plant

Material Information

HMA Type: RHMA-G
HMA Grading: 3/4 inch
Lot number:
Sublot number:

Test Results

Test 1 of 6

DIME Test ID: 2021-06-17-50-1
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: 08/10/2021
Date Tested: 07/23/2021
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: JMF 21-031. Report Only
Test Result Compliance:
Additional Comments When Verified:
Bulk Specific Gravity 2.334
Bulk Specific Gravity 2 2.335
Bulk Specific Gravity 3 2.335
Average Bulk Specific Gravity 2.335

Test 2 of 6

DIME Test ID: 2021-06-17-50-2
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 08/10/2021
Date Tested: 07/27/2021
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: JMF 21-031
Test Result Compliance:
Additional Comments When Verified:
Average Dry Tensile Strength 110 psi
Average Wet Tensile Strength 79 psi
Tensile Strength Ratio 0.72

Test 3 of 6

DIME Test ID: 2021-06-17-50-3
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 08/10/2021
Date Tested: 07/28/2021
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: JMF 21-031
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) 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) 6.89 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B) 5.8 mm
Stripping Inflection Point (Wheel A) 25000
Stripping Inflection Point (Wheel B) 25000

Test 4 of 6

DIME Test ID: 2021-06-17-50-4
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: 08/10/2021
Date Tested: 07/28/2021
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: JMF 21-031. Report Only
Test Result Compliance:
Additional Comments When Verified:
Number of tests 1
Mass Determination Air
Specific Gravity for Sample 1 2.401

Test 5 of 6

DIME Test ID: 2021-06-17-50-5
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: 08/10/2021
Date Tested: 07/22/2021
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: JMF 21-031
Test Result Compliance:
Additional Comments When Verified:
Asphalt Binder Content 7.50 %
Correction Factor (Percent by mass of HMA Specimen) 0 %

Test 6 of 6

DIME Test ID: 2021-06-17-50-6
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 08/10/2021
Date Tested: 07/29/2021
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: JMF 21-031
Test Result Compliance:
Additional Comments When Verified:
Percent Air Voids 2.8 %
Percent Air Voids 2 2.8
Percent Air Voids 3 2.7
Percent Air Voids Average 2.8

Tests Assigned to this Sample

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