DIME - Test Summary

Summary for Test 2024-01-30-72-1

Test performed: ASTM C136-19

Project Identifiers	Project ID: 994327 DEA: 081G4704 EFIS: 0816000001
DIST-CO-RTE-PM	08-RIV-74-3.1/53.5
Award Date	04/06/2023
Closeout Date	10/05/2026
Work Description	STRUCTURAL CONC BR, CONC SLAB, HMA (TYPE A), ALT CRASH CUSHION SYSTEM.
Location Description	RIVERSIDE COUNTY NEAR LAKE ELSINORE AT MORRILL CANYON BRIDGE AND NEAR HEMET AT STRAWBERRY CREEK BRIDGE.
QA Service Level	1 (Verified on 06/08/2023)

Sample Taken Date	01/30/2024	Sample Unique Key	72
Date that the sample was received by the laboratory/organization performing the testing	01/23/2024	Sample type	Quality Control
A brief description of the sample	Weekly aggregate sample	The quantity of what the sample constitutes	Weekly aggregate sample
From where was the sample collected	Job Site	First name of sampler or witnessed by	Jason
Last name of sampler or witnessed by	Allen	Title of sampler
Telephone number of sampler		Laboratory sample identification
Linked DIME Sample ID		The fabricator/manufacturer/facility name	Kie-Con Antioch
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)	91-07-0003
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	Kie-Con stockpile
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	1/2 inch
The concrete mix design number		Lot number
Sublot number		Aggregate Mix Number

DIME Sample ID: 2024-01-30-72

DIME Test ID: 2024-01-30-72-1

Testing Lab: Kie-Con, Incorporated - Antioch

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

Test Release Date: 2024-04-12

What type of gradation is being tested?: 0.5 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): No

Input Type: Calculated

Tester's full name: Jason Allen

Date of test: 01/30/2024

Cumulative percent passing the 3/4 in. sieve: 100 %

Cumulative percent passing the 1/2 in. sieve: 88.9 %

Cumulative percent passing the 3/8 in. sieve: 52.6 %

Cumulative percent passing the #4 sieve: 3.3 %

Cumulative percent passing the #8 sieve: 1.6 %

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

Test was verified on 4/12/2024 ✔