Summary for Test 2025-10-10-16-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 1001195
DEA: 060Q5204
EFIS: 0613000190
DIST-CO-RTE-PM06-FRE-168-48.2
Award Date06/13/2025
Closeout DateNot set
Work DescriptionPLACE CONCRETE BARRIER AND STRUCTURAL CONCRETE BARRIER SLAB (SHAVER LAKE CONCRETE BARRIER RAIL UPGRADE).
Location DescriptionON STATE HIGHWAY IN FRESNO COUNTY NEAR SHAVER LAKE AT STEVENSON CREEK.
QA Service Level1 (Verified on 05/08/2025)

Sample Information

Sample Taken Date10/10/2025 Sample Unique Key16
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 testing10/10/2025
Sample typeQuality Assurance A brief description of the sample1x4, 3/8, Sand
The quantity of what the sample constitutes0-300cy Produced 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 nameOutback Friant 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)Outback Friant
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 @ Plant
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: 2025-10-10-16
DIME Test ID: 2025-10-10-16-1
Testing Lab: CT D06 - Millbrook Field Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2025-10-13

Test Results


What size aggregate is being tested?: 1 in. x No. 4 - Coarse Aggregate
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
For Combined Gradation only, has the fine aggregate sample been reduced?: No
For Combined Gradation only, use #40 Sieve?: No
Input Type: Calculated
Tester's full name: Tomas Silva
Date of test: 10/10/2025
Sieve SizeCumulative Percent Passing
100 %
99 %
94 %
49 %
29 %
9 %
3 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/13/2025