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: 2020-08-31-8
TL Number from the TL Form:
Sample Submitted By Organization: CT D05 - San Luis Obispo District Laboratory
Sample Organization Contact: (559) 230-3109
Type of Sample: Department Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 08/31/2020
Date that the sample was received by the laboratory/organization performing the testing: 09/01/2020
The quantity of what the sample constitutes: 300 tons
A brief description of the sample: 4 boxes RHMA-G
From where was the sample collected: Manufacturer
Laboratory sample identification: D5 20-A-208
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: SPM Templeton
DIME Test ID: 2020-08-31-8-1
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content)
Verified Date: 09/03/2020
Date Tested: 09/01/2020
Submitted By Organization: CT D05 - San Luis Obispo District Laboratory
Organization Address: 50 Higuera Street,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: glenn.johnson@dot.ca.gov
Organization Phone: (805) 549-3158
General Comments for this Test: Spec 7.20% - 8.10%
Test Result Compliance: does not comply
Additional Comments When Verified:
What temperature unit is used?
|
Fahrenheit
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Test procedure used?
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Method A
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Mass of the specimen basket assembly
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no data
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Mass of the specimen and specimen basket assembly prior to ignition
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no data
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Mass of HMA Sample prior to ignition
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1744.5 g
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Corrected Asphalt Binder Content
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7.13 %
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Mass Loss
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no data
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Mass of aggregate remaining after ignition
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1602.7 g
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Correction Factor (Percent by mass of HMA Specimen)
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1 %
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Moisture Content
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no data0 %
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Temperature Compensation Factor
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no data
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Test Temperature
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1000 F
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