Summary for Test 2023-01-25-13-1

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 215348
DEA: 060U4204
EFIS: 0616000004
DIST-CO-RTE-PM06-FRE-99-R4.9/11.6
Award Date02/25/2021
Closeout Date12/02/2025
Work DescriptionCONSTRUCT CRCP, PLACE HMA, AND ROADWAY EXCAVATION.
Location DescriptionFRESNO COUNTY IN AND NEAR SELMA AND FOWLER FROM MCCALL AVENUE UNDERCROSSING TO 0.5 MILE NORTH OF MERCED STREET UNDERCROSSING
QA Service Level1 (Verified on 12/07/2020)

Sample Information

Sample Taken Date01/25/2023 Sample Unique Key13
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 testing01/26/2023
Sample typeQuality Assurance A brief description of the sample3/4 HMA-SP Type A
The quantity of what the sample constitutes750 Tons From where was the sample collectedManufacturer
First name of sampler or witnessed byGurjeet Last name of sampler or witnessed byLitt
Title of samplerTET Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan Ashlan Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeHot Mix Asphalt HMA TypeType A HMA
HMA Grading3/4 inch Lot number12
Sublot number3 HMA Mix Number
Binder content (%)Not set Virgin binder PGNot set
Design binder PGNot set Binder SupplierNot set
RAP content (%)Not set WMA AdditivesNot set
Antistrip typeNot set

Test Details

DIME Sample ID: 2023-01-25-13
DIME Test ID: 2023-01-25-13-1
Testing Lab: CT D06 - Millbrook Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2023-01-27

Test Results


What type of gradation is being tested?: HMA Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Does this test use 1/4 sieve? (question for HMA Gradation Type): No
Has the fine aggregate sample been reduced?: Yes
Input Type: Calculated
Tester's full name: Allen Oliver
Date of test: 01/26/2023
Cumulative Percent Passing
%
100 %
100 %
98 %
82 %
66 %
42 %
27 %
19 %
14 %
10 %
6 %
3.6 %
General comments (publicly viewable) (Max 1000 characters): SE= 79

Test was verified on 1/27/2023