Summary for Test 2026-04-30-78-5

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 995239
DEA: 060W9104
EFIS: 0618000011
DIST-CO-RTE-PM06-TUL-99-27.6/30.6
Award Date09/17/2024
Closeout Date05/20/2026
Work DescriptionHMA, RHMA-G, JOINTED PLAIN CONC PVMT (RSC) AND STBB (TYPE M).
Location DescriptionTULARE COUNTY IN AND NEAR TULARE FROM PAIGE AVENUE OVERCROSSING TO PROSPERITY AVENUE OVERCROSSING.
QA Service Level1 (Verified on 10/14/2024)

Sample Information

Sample Taken Date04/30/2026 Sample Unique Key78
Date that the sample was received by the laboratory/organization performing the testing04/30/2026 Sample typeQuality Control
A brief description of the sample1x4 concrete aggregates The quantity of what the sample constitutes1 per batch
From where was the sample collectedSupplier First name of sampler or witnessed byRonald
Last name of sampler or witnessed byHernandez Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameCal Portland Tulare
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)91-54-0028, 94-54-0031, 94-54-0038, 91-54-0044
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 collectedstockpile or belt cut
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1 inch
The concrete mix design number163457F Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2026-04-30-78
DIME Test ID: 2026-04-30-78-5
Testing Lab: Sequoia Consultants
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2026-09-22

Test Results


What size aggregate is being tested?: Fine Aggregate
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
For Combined Gradation only, has the fine aggregate sample been reduced?: Yes
For Combined Gradation only, use #40 Sieve?: No
Input Type: Calculated
Tester's full name: Ryan Montanez
Date of test: 05/04/2026
Sieve SizeCumulative Percent Passing
100 %
97 %
90 %
80 %
52 %
23 %
6 %
2.8 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/22/2026 ✔