Print Report | Back to Test Summary

Testing Report for 2021-03-04-27-1

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

Project Information

DEA: 020H9004
EFIS: 0215000077
Project ID: 213700
QA Service Level: 1
DIST-CO-RTE-PM: 02-BUT-70-41.9/42.3
Work Description: REMOVE CULVERTS AND CONSTRUCT BRIDGE
Location Description: BUTTE COUNTY NEAR PULGA FROM 2.5 MILES WEST OF PENSTOCK UNDERCROSSING TO 2.1 MILES WEST OF PENSTOCK UNDERCROSSING
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: John Yolton
Structure Rep.: Adam Scardaci

Sample Information

DIME Sample ID: 2021-03-04-27
TL Number from the TL Form: 896989
Sample Submitted By Organization: CT D02 - North Region Materials Lab
Sample Organization Contact: (530) 225-3194
Type of Sample: Acceptance
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 3/4/2021
Date that the sample was received by the laboratory/organization performing the testing: 3/5/2021
The quantity of what the sample constitutes: Production Start-Up Evaluation
A brief description of the sample: 1/2-inch RAP (Combined)
From where was the sample collected: Manufacturer
Laboratory sample identification: D78752B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Knife River Construction - Orland Plant

Material Information

RAP Source: Orland Plant
Aggregate Size: 1/2-inch
Aggregate Source:
RAP Stockpile:
Stockpile Size (tons):

Test Information

DIME Test ID: 2021-03-04-27-1
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: 3/11/2021
Verified Date: 4/22/2021
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: complies
Additional Comments When Verified :

Submitted Test Results

Test procedure used?: Method A
Asphalt Binder Content: 5.24 %
Mass of HMA prior to ignition: 1600.2 g
Mass of aggregate remaining after ignition: 1515.8 g
Correction Factor (Percent by mass of HMA Specimen): no data
Moisture Content: 0.03 %
Test Temperature: 1000 F