Summary for Test 2023-11-29-11-2

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 993141
DEA: 060V1204
EFIS: 0616000207
DIST-CO-RTE-PM06-MAD-99-R6.9/R7.6
Award Date06/22/2022
Closeout Date12/02/2025
Work DescriptionCottonwood Creek Bridge Replacement - REPLACE BRIDGES AND CONSTRUCT RETAINING WALLS.
Location DescriptionMADERA COUNTY NEAR MADERA FROM 0.4 MILE SOUTH OF COTTONWOOD CREEK BRIDGE TO 0.1 MILE NORTH OF AVENUE 12 OVERCROSSING
QA Service Level1 (Verified on 07/28/2021)

Sample Information

Sample Taken Date11/29/2023 Sample Unique Key11
Date that the sample was received by the laboratory/organization performing the testing11/29/2023 Sample typeQuality Assurance
A brief description of the sample1x4, 3/8, sand The quantity of what the sample constitutes0-300cy
From where was the sample collectedManufacturer First name of sampler or witnessed byNoah
Last name of sampler or witnessed byHunt Title of samplerSenior Materials Tester
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameBuilders Concrete Ready Mix Plant Sanger
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)91-10-0010
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedBelt cut of Coarse and Fine Aggregate at Source
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2023-11-29-11
DIME Test ID: 2023-11-29-11-2
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: 2023-11-30

Test Results


What type of gradation is being tested?: Fine Aggregate
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: Gurjeet Litt
Date of test: 11/30/2023
Cumulative Percent Passing
100 %
99 %
85 %
70 %
46 %
17 %
7 %
3.6 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/30/2023 ✔