Summary for Test 2024-07-08-45-4

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 19
DEA: 010A7704
EFIS: 0100020390
DIST-CO-RTE-PM01-DN-101-21.0/21.5
Award DateNot set
Closeout Date04/09/2013
Work DescriptionRepair Slipout
Location DescriptionNear Crescent City from Crushing Creek Viaduct to .5 miles of the viaduct
QA Service Level1 (Verified on 03/07/2011)

Sample Information

Sample Taken Date07/08/2024 Sample Unique Key45
Date that the sample was received by the laboratory/organization performing the testing07/09/2024 Sample typeQuality Assurance
A brief description of the sampleAC Drum Aggregate The quantity of what the sample constitutes1 bag
From where was the sample collectedManufacturer First name of sampler or witnessed byIGNACIO
Last name of sampler or witnessed byARECHIGA Title of samplerQC Manager
Telephone number of sampler5102077252 Laboratory sample identificationRich_24_ 081
Linked DIME Sample ID The fabricator/manufacturer/facility nameDutra Materials Richmond
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-21-0008
The fabricator's/manufacturer's product name for the sample3/4 HMA 15% Rap The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedConveyor Belt
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberL210140WMA Lot number1
Sublot number1 Aggregate Mix Number

Test Details

DIME Sample ID: 2024-07-08-45
DIME Test ID: 2024-07-08-45-4
Testing Lab: CT D04 - Richmond Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2024-07-15

Test Results


What type of gradation is being tested?: Combined 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?: No
Input Type: Calculated
Tester's full name: IGNACIO ARECHIGA
Date of test: 07/10/2024
Cumulative Percent Passing
100 %
100 %
100 %
97 %
89 %
74 %
45 %
29 %
19 %
14 %
11 %
7 %
5 %
General comments (publicly viewable) (Max 1000 characters): Lot 1 SL 2 Passing Gradation

Test was verified on 7/15/2024 ✔