Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214731 DEA: 051M0004 EFIS: 0519000047
QA Service Level: 1
DIST-CO-RTE-PM: 05-SLO-101-16.5/R21.5
Work Description: COLD PLANE AND RHMA-GAP GRADED OVERLAY ON EXISTING ROADWAY.
Location Description: SAN LUIS OBISPO COUNTY IN AND NEAR PISMO BEACH FROM 0.1 MILE SOUTH OF PRICE CANYON ROAD TO SAN LUIS CREEK BRIDGE
Contractor Name: PAPICH CONSTRUCTION COMPANY, INC.
Contractor Address: 398 SUNRISE TERRACE, ARROYO GRANDE, CA 93425
Resident Engineer: Lilian Bennetzen Structure Rep.: Unknown
DIME Sample ID: 2020-08-31-16
TL Number from the TL Form: 200831E
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Department Acceptance
Type of Material: Asphalt Rubber Binder
Sample Taken Date: 08/31/2020
Date that the sample was received by the laboratory/organization performing the testing: 09/21/2020
The quantity of what the sample constitutes: 1 Can
A brief description of the sample: #1 Test,No Test #2(200902E), #3(200903E), #4(200908E)
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: FNF Templeton
Asphalt modifier supplier:
Performance Grade: PG 64-16
Lot number:
Sublot number:
Asphalt Rubber Binder Mix Number:
DIME Test ID: 2020-08-31-16-1
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 09/23/2020
Date Tested: 09/23/2020
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Determination
|
Worked Penetration
|
|
Worked Penetration
|
33 0.1 mm
|
DIME Test ID: 2020-08-31-16-2
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 09/23/2020
Date Tested: 09/23/2020
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
ASTM Thermometer used?
|
C
|
|
Softening Point Sample 1
|
65 C
|
|
Softening Point Sample 2
|
65 C
|
|
Bath Liquid
|
freshly boiled distilled water
|
|
Minutes Reaction
|
no data
|
DIME Test ID: 2020-08-31-16-3
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: 09/23/2020
Date Tested: 09/23/2020
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Temperature
|
25 C
|
|
Ball Penetration (P1)
|
no data0 mm
|
|
Final Dial reading (F1)
|
82 mm
|
|
Ball Penetration (P2)
|
no data0 mm
|
|
Final Dial reading (F2)
|
84 mm
|
|
Ball Penetration (P3)
|
no data0 mm
|
|
Final Dial reading (F3)
|
80 mm
|
|
Resilience 1
|
18 %
|
|
Resilience 2
|
16 %
|
|
Resilience 3
|
20 %
|
|
Average Resilience
|
18 %
|
|
Minutes Reaction
|
no data
|
