Summary for Test 2024-06-04-60-1

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 995013
DEA: 11424804
EFIS: 1116000068
DIST-CO-RTE-PM11-SD-54-0/6.4
Award Date05/30/2023
Closeout Date08/21/2025
Work DescriptionNot set
Location DescriptionNot set
QA Service Level1 (Verified on 07/24/2023)

Sample Information

Sample Taken Date06/04/2024 Sample Unique Key60
Date that the sample was received by the laboratory/organization performing the testing06/06/2024 Sample typeQuality Assurance
A brief description of the samplePSU The quantity of what the sample constitutes3 Bags
From where was the sample collectedSource First name of sampler or witnessed byBen
Last name of sampler or witnessed bySmith Title of sampler
Telephone number of sampler6193804522 Laboratory sample identification0302-PSU
Linked DIME Sample ID2024-06-04-57 The fabricator/manufacturer/facility nameVulcan Otay
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) 91-37-0035
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 collectedPlant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2024-06-04-60
DIME Test ID: 2024-06-04-60-1
Testing Lab: CT D11 - District 11 Materials Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2024-06-17

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?: Yes
Input Type: Measured
Tester's full name: Mohammad Abbassi
Date of test: 06/17/2024
Cumulative Mass RetainedCumulative Percent Passing
6075.1 grams
0.0 grams100 %
0.0 grams100 %
0.0 grams100 %
293.0 grams95 %
1196.0 grams80 %
2110.0 grams65 %
3319.0 grams45 %
588.5 grams
116.2 grams36 %
256.7 grams25 %
383.9 grams16 %
504.2 grams6 %
569.8 grams1 %
588.2 grams0 %
589.7 grams
General comments (publicly viewable) (Max 1000 characters): Complies

Test was verified on 6/17/2024 ✔