DIME - Test Summary

Summary for Test 2026-03-12-68-3

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
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: 2026-03-12-68-3

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?: 1 in. x No. 4 - Coarse 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 1 1/2 in. sieve: 100 %

Cumulative percent passing the 1 in. sieve: 96 %

Cumulative percent passing the 3/4 in. sieve: 73 %

Cumulative percent passing the 1/2 in. sieve: 28 %

Cumulative percent passing the 3/8 in. sieve: 11 %

Cumulative percent passing the #4 sieve: 4 %

Cumulative percent passing the #8 sieve: 3 %

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

Test was verified on 5/5/2026 ✔