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

Sample Record for 2020-01-01-11


Project Information

Project ID: 213943 DEA: 051G5704 EFIS: 0515000049 QA Service Level: 1
DIST-CO-RTE-PM: 05-SLO-58-0.7/1.9
Work Description: COLD PLANE AC, PLACE RHMA-G AND RECONSTRUCT CURB RAMPS.
Location Description: SAN LUIS OBISPO COUNTY AT SANTA MARGARITA FROM 0.7 MILE EAST OF ROUTE 101/58 SEPARATION TO J STREET
Contractor Name: GRANITE CONSTRUCTION COMPANY Contractor Address: 5335 Debbie Road
Resident Engineer: Hassan Iman Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-01-01-11
TL Number from the TL Form:
Sample Submitted By Organization: CT D05 - Field Laboratory
Sample Organization Contact: (559) 230-3109
Type of Sample: Quality Control
Type of Material: Hot Mix Asphalt
Sample Taken Date: 01/01/2020
Date that the sample was received by the laboratory/organization performing the testing:
The quantity of what the sample constitutes: 0
A brief description of the sample: RHMA-G
From where was the sample collected: Other
Laboratory sample identification:
Structure unique identifier:
Structure name:

Material Information

HMA Type: RHMA-G
HMA Grading: 1/2 inch
Lot number:
Sublot number:

Test Results

Test 1 of 5

DIME Test ID: 2020-01-01-11-1
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: 01/17/2020
Date Tested: 01/01/2020
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 7.80 %
Mass of HMA prior to ignition no data
Mass of aggregate remaining after ignition no data
Correction Factor (Percent by mass of HMA Specimen) no data
Moisture Content no data
Test Temperature no data

Test Results

Test 2 of 5

DIME Test ID: 2020-01-01-11-2
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: 01/17/2020
Date Tested: 01/01/2020
Submitted By Organization: CT D05 - Field Laboratory
Organization Address: 50 Higuera St
Test General Comments:
Additional Comments When Verified:
Bulk Specific Gravity 2.208
Bulk Specific Gravity 2 2.217
Bulk Specific Gravity 3 2.209
Average Bulk Specific Gravity 2.211

Test Results

Test 3 of 5

DIME Test ID: 2020-01-01-11-3
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: 01/17/2020
Date Tested: 01/01/2020
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 2.306

Test Results

Test 4 of 5

DIME Test ID: 2020-01-01-11-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 01/17/2020
Date Tested: 01/01/2020
Submitted By Organization: CT D05 - Field Laboratory
Organization Address: 50 Higuera St
Test General Comments:
Additional Comments When Verified:
Percent Air Voids 4.2 %
Percent Air Voids 2 3.9 %
Percent Air Voids 3 4.2 %
Percent Air Voids Average 4.1 %

Test Results

Test 5 of 5

DIME Test ID: 2020-01-01-11-5
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 01/17/2020
Date Tested: 01/01/2020
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) 4.6 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B) 4.6 mm
Stripping Inflection Point (Wheel A) >25000
Stripping Inflection Point (Wheel B) >25000