Summary for Test 2023-06-27-109-1

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 994845
DEA: 061E6104
EFIS: 0622000068
DIST-CO-RTE-PM06-TUL-63-2.0/4.0
Award Date04/06/2023
Closeout Date02/26/2024
Work DescriptionFOR CONSTRUCTION ON STATE HIGHWAY IN TULARE COUNTY NEAR VISALIA FROM EAST CARTMILL AVENUE TO AVENUE 264
Location DescriptionIn District 06 On Route 63
QA Service Level1 (Verified on 06/14/2023)

Sample Information

Sample Taken Date06/27/2023 Sample Unique Key109
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 testing07/27/2023
Sample typeDispute Resolution A brief description of the sample1/2" Aggregate
The quantity of what the sample constitutes3 bags From where was the sample collectedSource
First name of sampler or witnessed byDoug Last name of sampler or witnessed byRuff
Title of samplerConsultant Telephone number of sampler
Laboratory sample identification23-JMFDISP-0144 Linked DIME Sample ID
The fabricator/manufacturer/facility nameDeer Creek Rock and Aspahlt Transportation Laboratory (TL) NumberC056427
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)91-54-0021
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 collectedHMA Plant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1/2 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2023-06-27-109
DIME Test ID: 2023-06-27-109-1
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2023-07-28

Test Results


What type of gradation is being tested?: HMA Gradation
Individual or cumulative mass retained on each sieve?: Individual 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: Bang Nguyen
Date of test: 07/28/2023
Individual Mass RetainedCumulative Percent Passing
2853.0 grams
grams %
0.0 grams100 %
0.0 grams100 %
0.0 grams100 %
91.8 grams97 %
212.4 grams89 %
794.2 grams62 %
663.7 grams
216.3 grams42 %
192.6 grams24 %
91.7 grams15 %
50.7 grams10 %
27.3 grams8 %
17.3 grams6.3 %
1.2 grams
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/28/2023