Test 2021-03-17-39-7 (AASHTO T308-10) Summary

Project Information
Project IdentifiersProject ID: 214492
DEA: 033F5404
EFIS: 0313000136
DIST-CO-RTE-PM03-SAC-99,160-4.5/5.7,R44.5
Work DescriptionFURNISH PRECAST PRESTRESSED CONCRETE SLAB & PLACE STRUCTURAL CONCRETE.
Location DescriptionSACRAMENTO COUNTY NEAR GALT ON ROUTE 99 FROM NORTH OF MINGO ROAD TO SOUTH OF ARNO ROAD OVERCROSSING AND IN SACRAMENTO ON ROUTE 160 AT AMERICAN RIVER BRIDGE
Sample Information
Sample Taken Date3/17/2021 Sample Unique Key39
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing3/17/2021
Sample typeVerification A brief description of the sample1/2" HMA - A (SP)
The quantity of what the sample constitutes12 Boxes HMA-SP, JMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byTeichert Personnel (SAMPLER) Last name of sampler or witnessed bySam Mosallem (WITNESS)
Title of sampler Laboratory sample identificationJMF21-014
The fabricator/manufacturer/facility nameTeichert Perkins Batch Plant Transportation Laboratory (TL) NumberC 849137
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeHot Mix Asphalt HMA TypeType A HMA
HMA Grading1/2 inch Lot number
Sublot number JMF Verification ID
Test Details
DIME Sample ID: 2021-03-17-39
DIME Test ID: 2021-03-17-39-7
Testing Lab: CT D03 - North Region Materials Lab
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)
Test Release Date: 2021-06-29
Test Results

Input Type: Measured
Tester's full name: Benjamin Dreher
Date of test: 05/21/2021
Test procedure used?: Method A
Mass of HMA prior to ignition: 1883.9 g
Mass of aggregate remaining after ignition: 1779.7 g
Correction Factor (Percent by mass of HMA Specimen): 0.36 %
Moisture Content: 0 %
Test Temperature: 1000.4 F
Asphalt Binder Content:5.17 %
General comments (publicly viewable) (Max 1000 characters): JMF21-014. Benjamin Dreher

Test was verified on 06/29/2021