Test 2019-10-29-17-1 (AASHTO T209-12) Summary

Project Information
Project IdentifiersProject ID: 214136
DEA: 010F3604
EFIS: 0115000115
DIST-CO-RTE-PM01-HUM-101-R39.2/R48.3
Work DescriptionCOLD PLANE AC PAVEMENT, RHMA OVERLAY, AND GUARDRAIL INSTALLATION.
Location DescriptionHUMBOLDT COUNTY NEAR REDCREST, PEPPERWOOD, AND STAFFORD FROM ENGLWOOD PARK UNDERCROSSING TO EEL RIVER BRIDGE AND OVERHEAD
Sample Information
Sample Taken Date10/29/2019 Sample Unique Key17
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 testing10/29/2019
Sample typeQuality Control A brief description of the sample1/2 RHMA WMA
The quantity of what the sample constitutesRHMA From where was the sample collectedManufacturer
First name of sampler or witnessed byMatthew Last name of sampler or witnessed byHorn
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameMercer Fraser B 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 TypeRHMA-G
HMA Grading1/2 inch Lot numberUnknown
Sublot numberUnknown HMA Design ID JMF3512-2019-138-18-1006.124GWMA
Test Details
DIME Sample ID: 2019-10-29-17
DIME Test ID: 2019-10-29-17-1
Testing Lab: Trinity Engineering Laboratories, Inc. - Fresno
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: 2019-10-29
Test Results

Number of tests: 1
Mass Determination: Water
Input Type: Calculated
Tester's full name: Matthew Horn
Date of test: 10/29/2019
Specific Gravity for Sample 1:2.391
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/29/2019