Summary for Test 2024-07-15-34-2

Test performed: AASHTO T269-14

Project Information

Project IdentifiersProject ID: 214135
DEA: 09213404
EFIS: 0900000030
DIST-CO-RTE-PM09-INY-395-29.9/41.8
Award Date10/22/2021
Closeout DateNot set
Work DescriptionROADWAY EXCAVATION, PLACE HMA (TYPE A), AND ALTERNATIVE PIPE CULVERT.
Location DescriptionINYO COUNTY NEAR OLANCHA AND CARTAGO FROM 1.4 MILES SOUTH OF LOS ANGELES AQUEDUCT BRIDGE TO 0.2 MILE SOUTH OF ASH CREEK BRIDGE
QA Service Level1 (Verified on 05/03/2019)

Sample Information

Sample Taken Date07/15/2024 Sample Unique Key34
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 testing07/16/2024
Sample typeQuality Assurance A brief description of the sample3/4" HMA Core
The quantity of what the sample constitutes250 Tons From where was the sample collectedJob Site
First name of sampler or witnessed byColton Last name of sampler or witnessed byCarrington
Title of samplerTET Telephone number of sampler
Laboratory sample identificationCR-R181 Linked DIME Sample ID
The fabricator/manufacturer/facility nameFisher Sand and Gravel 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 Mix Number

Combined Gradation Report Information

Combined Gradation Report IdBin IndexDime Test Id
No assigned tests for this sample.

Test Details

DIME Sample ID: 2024-07-15-34
DIME Test ID: 2024-07-15-34-2
Testing Lab: CT D09 - Bishop Field Laboratory
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Test Release Date: 2024-07-17

Test Results


Number of tests: 1
Is the sample lab compacted or field compacted?:
Input Type: Measured
Tester's full name: Derek Carrington
Date of test: 07/17/2024
123
2.390
2.527

5.4 %
General comments (publicly viewable) (Max 1000 characters): CR-R181

Test was verified on 7/17/2024