Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214907 DEA: 101K4204 EFIS: 1019000103
QA Service Level: 1
DIST-CO-RTE-PM: 10-MER,STA-165-30.6/36.7,0.0/1.6
Work Description: COLD PLANE AC PAVEMENT, RESURFACE WITH RHMA, AND MICRO-SURFACING.
Location Description: MERCED COUNTY IN AND NEAR HILMAR FROM MERCED RIVER BRIDGE TO STANISLAUS COUNTY LINE AND IN STANISLAUS COUNTY NEAR TURLOCK FROM MERCED COUNTY LINE TO ROUTE 99/165 SEPARATION
Contractor Name: TEICHERT CONSTRUCTION
Contractor Address: 400 SUNRISE AVE. SUITE 300;, ROSEVILLE CA 95661
Resident Engineer: Vince Ladiao Structure Rep.: Unknown
DIME Sample ID: 2020-09-15-11
TL Number from the TL Form: 034019
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Acceptance
Type of Material: Asphalt Rubber Binder
Sample Taken Date: 09/15/2020
Date that the sample was received by the laboratory/organization performing the testing: 09/17/2020
The quantity of what the sample constitutes: 1 can
A brief description of the sample: ARB #3 Test,bcoz #1 fails RCVD 2 Cans of each
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: FNF AC INDUSTRIES
Asphalt modifier supplier:
Performance Grade: PG 64-16
Lot number: 1
Sublot number: 5
Asphalt Rubber Binder Mix Number:
DIME Test ID: 2020-09-15-11-1
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 10/01/2020
Date Tested: 10/01/2020
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: Per 2018 Standard Specifications
Test Result Compliance: does not comply
Additional Comments When Verified:
|
Determination
|
Worked Penetration
|
|
Worked Penetration
|
20 0.1 mm
|
DIME Test ID: 2020-09-15-11-2
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 10/01/2020
Date Tested: 10/01/2020
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: Per 2018 Standard Specifications
Test Result Compliance: does not comply
Additional Comments When Verified:
|
ASTM Thermometer used?
|
C
|
|
Softening Point Sample 1
|
75 C
|
|
Softening Point Sample 2
|
75 C
|
|
Bath Liquid
|
USP glycerin
|
|
Minutes Reaction
|
no data
|
DIME Test ID: 2020-09-15-11-3
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: 10/01/2020
Date Tested: 10/01/2020
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: Per 2018 Standard Specifications
Test Result Compliance: complies
Additional Comments When Verified:
|
Temperature
|
25 C
|
|
Final Dial reading (F1)
|
82 mm
|
|
Ball Penetration (P1)
|
0 mm
|
|
Final Dial reading (F2)
|
80 mm
|
|
Ball Penetration (P2)
|
0 mm
|
|
Final Dial reading (F3)
|
80 mm
|
|
Ball Penetration (P3)
|
0 mm
|
|
Resilience 1
|
18 %
|
|
Resilience 2
|
20 %
|
|
Resilience 3
|
20 %
|
|
Average Resilience
|
19 %
|
|
Minutes Reaction
|
no data
|
