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

Sample Record for 2020-06-02-20


Project Information

Project ID: 213942 DEA: 051F7004 EFIS: 0514000055 QA Service Level: 1
DIST-CO-RTE-PM: 05-MON-101-73.1/87.3
Work Description: REPLACE CONCRETE PANEL AND RESURFACE HMA PAVEMENT.
Location Description: MONTEREY COUNTY NEAR CHUALAR FROM 0.5 MILE NORTH OF NORTH GONZALES OVERCROSSING TO EAST MARKET STREET UNDERCROSSING
Contractor Name: Granite Rock Company Contractor Address: 5225 Hellyer Avenue Suite 220
Resident Engineer: Tyler Lavering Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-06-02-20
TL Number from the TL Form:
Sample Submitted By Organization: CT D05 - Field Laboratory
Sample Organization Contact: (559) 230-3109
Type of Sample: Verification
Type of Material: Hot Mix Asphalt
Sample Taken Date: 06/02/2020
Date that the sample was received by the laboratory/organization performing the testing: 06/15/2020
The quantity of what the sample constitutes: One JMF Renewal
A brief description of the sample: Boxes of RHMA-G
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:

Material Information

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

Test Results

Test 1 of 5

DIME Test ID: 2020-06-02-20-1
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: 06/18/2020
Date Tested: 06/03/2020
Submitted By Organization: CT D05 - Field Laboratory
Organization Address: 50 Higuera St
Test General Comments:
Additional Comments When Verified:
Test procedure used? Method A
Asphalt Binder Content 7.68 %
Mass of HMA prior to ignition no data
Mass of aggregate remaining after ignition no data
Correction Factor (Percent by mass of HMA Specimen) 0.65 %
Moisture Content no data
Test Temperature 1000 F

Test Results

Test 2 of 5

DIME Test ID: 2020-06-02-20-2
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: 06/18/2020
Date Tested: 06/16/2020
Submitted By Organization: CT D05 - Field Laboratory
Organization Address: 50 Higuera St
Test General Comments:
Additional Comments When Verified:
Bulk Specific Gravity 2.404
Bulk Specific Gravity 2 2.405
Bulk Specific Gravity 3 2.395
Average Bulk Specific Gravity 2.401

Test Results

Test 3 of 5

DIME Test ID: 2020-06-02-20-3
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: 06/18/2020
Date Tested: 06/03/2020
Submitted By Organization: CT D05 - Field Laboratory
Organization Address: 50 Higuera St
Test General Comments:
Additional Comments When Verified:
Number of tests 1
Mass Determination Air
Specific Gravity for Sample 1 2.489

Test Results

Test 4 of 5

DIME Test ID: 2020-06-02-20-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 06/18/2020
Date Tested: 06/16/2020
Submitted By Organization: CT D05 - Field Laboratory
Organization Address: 50 Higuera St
Test General Comments:
Additional Comments When Verified:
Percent Air Voids 3.4 %
Percent Air Voids 2 3.4 %
Percent Air Voids 3 3.8 %
Percent Air Voids Average 3.5 %

Test Results

Test 5 of 5

DIME Test ID: 2020-06-02-20-5
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 06/18/2020
Date Tested: 06/17/2020
Submitted By Organization: CT D05 - Field Laboratory
Organization Address: 50 Higuera St
Test General Comments:
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) 15000
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B) 15000
Impression at specified number of passes, or specified maximum impression if applicable (Wheel A) 7.08 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B) 5.33 mm
Stripping Inflection Point (Wheel A) 17550
Stripping Inflection Point (Wheel B) >25000