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

Sample Record for 2020-01-01-10


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: 2020-01-01-10
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: Asphalt Rubber Binder
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: ARB
From where was the sample collected: Other
Laboratory sample identification:
Structure unique identifier:
Structure name:

Material Information

Asphalt modifier supplier:
Performance Grade:
Lot number:
Sublot number:

Test Results

Test 1 of 4

DIME Test ID: 2020-01-01-10-1
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
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:
Determination Block Penetration
Block Penetration 35 0.1 mm

Test Results

Test 2 of 4

DIME Test ID: 2020-01-01-10-2
Test Method: ASTM D5329-16: Standard Test Methods for Sealants and Fillers, Hot-Applied, for Joints and Cracks in Asphalt Pavements and Portland Cement Concrete Pavements (Asphalt Pavement)
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:
Temperature no data
Final Dial reading (F1) no data
Ball Penetration (P1) no data
Final Dial reading (F2) no data
Ball Penetration (P2) no data
Final Dial reading (F3) no data
Ball Penetration (P3) no data
Resilience 1 no data
Resilience 2 no data
Resilience 3 no data
Average Resilience 37 %

Test Results

Test 3 of 4

DIME Test ID: 2020-01-01-10-3
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
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:
ASTM Thermometer used? 15C
Bath Liquid freshly boiled distilled water

Test Results

Test 4 of 4

DIME Test ID: 2020-01-01-10-4
Test Method: ASTM D7741-11ε1: Standard Test Method for Measurement of Apparent Viscosity of Asphalt-Rubber or Other Asphalt Binders by Using a Rotational Handheld Viscometer (Viscosity)
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:
Unit system used? US Units
Test Temperature 60 F
Average Viscosity 1900.0 Pa-s