Test 2020-07-08-38-3 (AASHTO T209-12) Summary

Project Information
Project IdentifiersProject ID: 213551
DEA: 080K2934
EFIS: 0812000100
DIST-CO-RTE-PM08-SBD-10-R36.8/R39.2
Work DescriptionPAVEMENT REHABILITATION AND CONTINUOUSLY REINFORCED CONCRETE PAVEMENT
Location DescriptionSAN BERNARDINO COUNTY IN YUCAIPA FROM 0.2 MILE WEST OF LIVE OAK CANYON ROAD TO COUNTY LINE ROAD UNDERCROSSING
Sample Information
Sample Taken Date7/8/2020 Sample Unique Key38
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 testing8/7/2020
Sample typeQuality Assurance A brief description of the sample3/4 RHMA G PG64-16+Rubber
The quantity of what the sample constitutes2 boxs, 4 cores From where was the sample collectedManufacturer
First name of sampler or witnessed byQC Last name of sampler or witnessed byQC
Title of sampler Laboratory sample identification1A15, 1B15, 1C15, 1D15
The fabricator/manufacturer/facility nameMatich Plant Cabazon Transportation Laboratory (TL) Number
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 Grading3/4 inch Lot number
Sublot number HMA Design ID
Test Details
DIME Sample ID: 2020-07-08-38
DIME Test ID: 2020-07-08-38-3
Testing Lab: CT D08 - Fontana Field Testing Laboratory
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Test Release Date: 2020-08-27
Test Results

Number of tests: 1
Mass Determination: Water
Input Type: Calculated
Tester's full name: E. Jabbour
Date of test: 08/10/2020
Specific Gravity for Sample 1:2.380
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 08/27/2020