Summary for Test 2024-06-25-9-1

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 1000063
DEA: 061F8804
EFIS: 0623000106
DIST-CO-RTE-PM06-KIN-41-R39.9/R48.3
Award Date04/03/2024
Closeout Date04/11/2025
Work DescriptionCOLD PLANE, HMA PAVING, AND INDIVIDUAL CONCRETE SLAB REPLACEMENT.
Location DescriptionKINGS COUNTY AT AND NEAR LEMOORE FROM ROUTE 41/198 SEPARATION TO FRESNO COUNTY LINE
QA Service Level1 (Verified on 01/29/2024)

Sample Information

Sample Taken Date06/25/2024 Sample Unique Key9
Date that the sample was received by the laboratory/organization performing the testing06/25/2024 Sample typeAcceptance
A brief description of the sample3/4 HMA 70-10 The quantity of what the sample constitutes110 Tons
From where was the sample collectedManufacturer First name of sampler or witnessed byJonathon
Last name of sampler or witnessed byChaney Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameSierra Pacific - Avenal
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)91-10-0006
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 collectedHot Drop at the Plant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number1
Sublot number3 Aggregate Mix Number

Test Details

DIME Sample ID: 2024-06-25-9
DIME Test ID: 2024-06-25-9-1
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: 2024-07-02

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?: No
Input Type: Calculated
Tester's full name: Tomas Silva
Date of test: 06/26/2024
Cumulative Percent Passing
%
100 %
100 %
99 %
83 %
71 %
47 %
29 %
18 %
13 %
9 %
7 %
4.6 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/2/2024 ✔