DIME - Test Summary

Summary for Test 2021-10-14-3-1

Test performed: ASTM C136-19

Project Identifiers	Project ID: 99999 DEA: 0322222
DIST-CO-RTE-PM	03-SAC,OMG-888,99,80-0.6-0.6
Award Date	Not set
Closeout Date	Not set
Work Description	THIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
Location Description	THIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
QA Service Level	(Verified on 04/05/2013)

Sample Taken Date	10/14/2021	Sample Unique Key	3
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	10/14/2021
Sample type	Quality Assurance	A brief description of the sample	1 1/2 PCC Aggregate
The quantity of what the sample constitutes	1 bag	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	John	Last name of sampler or witnessed by	O'Mara
Title of sampler		Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Cemex Bullhead City	Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier
Structure name

Material Type	Aggregate	Source Identification (SMARA, name of Pit or Job Site)	91-36-0068::REDLANDS WASH PLAN (CEMEX)
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	at plant
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	1-1/2 inch
The concrete mix design number		Lot number
Sublot number		Aggregate Mix Number	Not set

DIME Sample ID: 2021-10-14-3

DIME Test ID: 2021-10-14-3-1

Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory

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

Test Release Date: 2021-10-14

What type of gradation is being tested?: Combined Gradation

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

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

Input Type: Measured

Tester's full name: John OMara

Date of test: 10/13/2021

Total mass of material in the sample: 100 grams

Cumulative mass retained on the 2 in. sieve: 0 grams

Cumulative mass retained on the 1 1/2 in. sieve: 0 grams

Cumulative mass retained on the 1 in. sieve: 0 grams

Cumulative mass retained on the 3/4 in. sieve: 8 grams

Cumulative mass retained on the 1/2 in. sieve: 39 grams

Cumulative mass retained on the 3/8 in. sieve: 0 grams

Cumulative mass retained on the #4 sieve: 6 grams

Cumulative mass retained on the #8 sieve: 5 grams

Cumulative mass retained on the #16 sieve: 13 grams

Cumulative mass retained on the #30 sieve: 8 grams

Cumulative mass retained on the #50 sieve: 12 grams

Cumulative mass retained on the #100 sieve: 7 grams

Cumulative mass retained on the #200 sieve: 1 grams

Cumulative mass retained on the pan: 1 grams

Cumulative percent passing the 2 in. sieve: 100 %

Cumulative percent passing the 1 1/2 in. sieve: 100 %

Cumulative percent passing the 1 in. sieve: 100 %

Cumulative percent passing the 3/4 in. sieve: 92 %

Cumulative percent passing the 1/2 in. sieve: 53 %

Cumulative percent passing the 3/8 in. sieve: 53 %

Cumulative percent passing the #4 sieve: 47 %

General comments (publicly viewable) (Max 1000 characters): DIME Long Term Planning - Test

Test was verified on 10/14/2021 ✔