Summary for Test 2020-04-27-19-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 214492
DEA: 033F5404
EFIS: 0313000136
DIST-CO-RTE-PM03-SAC-99,160-4.5/5.7,R44.5
Award Date01/24/2020
Closeout Date07/28/2022
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
QA Service Level1 (Verified on 10/23/2019)

Sample Information

Sample Taken Date04/27/2020 Sample Unique Key19
Date that the sample was received by the laboratory/organization performing the testing04/28/2020 Sample typeVerification
A brief description of the sample3/4 inch HMA - A (SP) The quantity of what the sample constitutesJMF Verification
From where was the sample collectedManufacturer First name of sampler or witnessed byWalt
Last name of sampler or witnessed byWylie (Witness) Title of sampler
Telephone number of sampler Laboratory sample identificationJMF20-009B
Linked DIME Sample ID The fabricator/manufacturer/facility nameTeichert Perkins
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourcePerkins 1111
Aggregate Size Aggregate SourcePerkins 1111
RAP StockpileContinuous Stockpile Size (tons)
Reclaimed Asphalt Pavement Mix NumberNot set

Test Details

DIME Sample ID: 2020-04-27-19
DIME Test ID: 2020-04-27-19-1
Testing Lab: CT D03 - Olivehurst Northern Regional Laboratory
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)
Test Release Date: 2020-12-08

Test Results


What temperature unit is used?: Fahrenheit
Input Type: Calculated
Tester's full name: Contractor Personnel
Date of test: 01/09/2020
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: no data
Mass Loss: no data
Correction Factor (Percent by mass of HMA Specimen): no data
Moisture Content: no data
Temperature Compensation Factor: no data
Test Temperature: no data
Corrected Asphalt Binder Content: 4.33 %
General comments (publicly viewable) (Max 1000 characters): JMF20-009B

Test was verified on 12/8/2020 ✔