Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214921 DEA: 09367404 EFIS: 0916000025
QA Service Level: 1
DIST-CO-RTE-PM: 09-KER-14-R4.7/R12.6
Work Description: CONSTRUCT CRCP OVER EXISTING PAVEMENT AND PLACE HMA.
Location Description: KERN COUNTY AT AND NEAR ROSAMOND AND MOJAVE FROM 1.4 MILES SOUTH OF DAWN ROAD OVERCROSSING TO 0.5 MILE NORTH OF SILVER QUEEN ROAD OVERCROSSING
Contractor Name: Jesus Pena
Contractor Address: 18201 Von Karman, Suite #800, IRVINE CA 92612
Resident Engineer: Hin Hartanto Structure Rep.: Unknown
DIME Sample ID: 2022-02-08-40
TL Number from the TL Form:
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Per Request
Type of Material: Asphalt Rubber Binder
Sample Taken Date: 02/08/2022
Date that the sample was received by the laboratory/organization performing the testing: 02/23/2022
The quantity of what the sample constitutes: 1 Quart Can
A brief description of the sample: Asphalt Rubber Binder
From where was the sample collected: Supplier
Laboratory sample identification: 0136-22
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Big Rock
Asphalt modifier supplier:
Performance Grade: PG 64-16
Lot number:
Sublot number:
Asphalt Rubber Binder Mix Number:
DIME Test ID: 2022-02-08-40-2
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 03/04/2022
Date Tested: 02/25/2022
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
ASTM Thermometer used?
|
C
|
|
Softening Point Sample 1
|
57 C
|
|
Softening Point Sample 2
|
57 C
|
|
Bath Liquid
|
freshly boiled distilled water
|
|
Minutes Reaction
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no data
|
DIME Test ID: 2022-02-08-40-4
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 03/04/2022
Date Tested: 03/01/2022
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Determination
|
Unworked Penetration
|
|
Unworked Penetration
|
39 0.1 mm
|
DIME Test ID: 2022-02-08-40-5
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: 03/04/2022
Date Tested: 03/01/2022
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Temperature
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25 C
|
|
Final Dial reading (F1)
|
83 mm
|
|
Ball Penetration (P1)
|
3 mm
|
|
Final Dial reading (F2)
|
80 mm
|
|
Ball Penetration (P2)
|
2 mm
|
|
Final Dial reading (F3)
|
80 mm
|
|
Ball Penetration (P3)
|
1 mm
|
|
Resilience 1
|
20 %
|
|
Resilience 2
|
22 %
|
|
Resilience 3
|
21 %
|
|
Average Resilience
|
21 %
|
|
Minutes Reaction
|
no data
|
