DIME - Test Summary

Summary for Test 2026-03-12-68-1

Test performed: ASTM C136-19

Project Identifiers	Project ID: 214151 DEA: 080R0104 EFIS: 0812000007
DIST-CO-RTE-PM	08-RIV-91-R0.3
Award Date	08/27/2025
Closeout Date	Not set
Work Description	STR EXC, FURNISH PRECAST RCB CULVERT AND STR CONC RETAINING WALL.
Location Description	RIVERSIDE COUNTY NEAR CORONA AT 0.7 MILES WEST OF GREEN RIVER ROAD OVERCROSSING
QA Service Level	1 (Verified on 05/09/2019)

Sample Taken Date	03/12/2026	Sample Unique Key	68
Will the laboratory/organization for which you are a member perform testing on this material sample?	No	Date that the sample was received by the laboratory/organization performing the testing	03/12/2026
Sample type	Quality Control	A brief description of the sample	Concrete Aggregates
The quantity of what the sample constitutes	400 cy	From where was the sample collected	Source
First name of sampler or witnessed by	Mario	Last name of sampler or witnessed by	Salazar
Title of sampler		Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Robertsons Redlands	Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier
Structure name		Bid Item	Not set

Material Type	Aggregate	Source Identification (SMARA, name of Pit or Job Site)	91-36-0072
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 collected	Stockpile
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	1 inch
The concrete mix design number		Lot number
Sublot number		Aggregate Mix Number

DIME Sample ID: 2026-03-12-68

DIME Test ID: 2026-03-12-68-1

Testing Lab: Pro-Cast Products, Incorporated - Highland

Test Method: ASTM C136-19: Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates

Test Release Date: 2026-05-05

What type of gradation is being tested?: Fine Aggregate

Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained

Has the fine aggregate sample been reduced? (question for combined gradation type): Yes

Input Type: Calculated

Tester's full name: Mario Salazar

Date of test: 03/12/2026

Cumulative percent passing the 3/8 in. sieve: 100 %

Cumulative percent passing the #4 sieve: 98 %

Cumulative percent passing the #8 sieve: 80 %

Cumulative percent passing the #16 sieve: 57 %

Cumulative percent passing the #30 sieve: 34 %

Cumulative percent passing the #50 sieve: 18 %

Cumulative percent passing the #100 sieve: 9 %

Cumulative percent passing the #200 sieve: 4.4 %

General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/5/2026 ✔