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Testing Report for 2020-04-20-24-1

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

Project Information

DEA: 020J1604
EFIS:
Project ID: 214589
QA Service Level: 1
DIST-CO-RTE-PM: 02-PLU-284-0.0/8.3
Work Description: PLACE HMA (TYPE A), PRECOATED AGGREGATE (SEAL COAT), HMA (LEVELING).
Location Description: PLUMAS COUNTY NEAR CHILCOOT FROM ROUTE 70 TO 1 MILE NORTH OF LITTLE LAST CHANCE CREEK BRIDGE NUMBER 09-0072
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer:
Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-04-20-24
TL Number from the TL Form: 733178
Sample Submitted By Organization: CT D02 - North Region Materials Lab
Sample Organization Contact: (530) 225-3194
Type of Sample: Verification
Type of Material: Hot Mix Asphalt
Sample Taken Date: 4/20/2020
Date that the sample was received by the laboratory/organization performing the testing: 4/21/2020
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 3/4-inch Type A HMA (eq. PG 64-16) 23.0 RAP, 1.0 Lime
From where was the sample collected: Manufacturer
Laboratory sample identification: D78407
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Ward Lake Plant

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: Unknown
Sublot number: Unknown

Test Information

DIME Test ID: 2020-04-20-24-1
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Asphalt Binder Content)
Date Tested: 6/10/2020
Verified Date: 6/12/2020
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Dr,MS-83
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: (530) 225-3194
General Comments for this Test:
Test Result Compliance: does not comply
Additional Comments When Verified :

Submitted Test Results

Asphalt Binder Content: 6.18 %
Correction Factor (Percent by mass of HMA Specimen): 0.64 %