DIME - Test Summary

Summary for Test 2023-03-08-16-2

Test performed: CTM 202-November 2011

Project Identifiers	Project ID: 215374 DEA: 060X2704 EFIS: 0618000048
DIST-CO-RTE-PM	06-FRE-5-37.2/48.8
Award Date	05/11/2022
Closeout Date	05/09/2025
Work Description	PAVEMENT REHABILITATION
Location Description	FROM 1.9 MILES NORTH OF THREE ROCKS ROAD UC TO 0.2 MILES SOUTH OF PANOCHE ROAD OC
QA Service Level	1 (Verified on 12/16/2020)

Sample Taken Date	03/08/2023	Sample Unique Key	16
Date that the sample was received by the laboratory/organization performing the testing	03/09/2023	Sample type	Department Acceptance
A brief description of the sample	Structural concrete aggs	The quantity of what the sample constitutes	300 cy
From where was the sample collected	Manufacturer	First name of sampler or witnessed by	Noah
Last name of sampler or witnessed by	Hunt	Title of sampler
Telephone number of sampler		Laboratory sample identification
Linked DIME Sample ID		The fabricator/manufacturer/facility name	Don Chaplin
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)	91-35-0012
The fabricator's/manufacturer's product name for the sample	1X4 and sand	The fabricator/manufacturer designation for the sample
The plant number		A detailed description of where the material sample was collected	Stockpile @ Plant
Where the material sample would have been placed if not sampled	Bridge Deck	Primary Aggregate Nominal Size	1 inch
The concrete mix design number	G67534ST	Lot number
Sublot number		Aggregate Mix Number

DIME Sample ID: 2023-03-08-16

DIME Test ID: 2023-03-08-16-2

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: 2023-03-09

What size aggregate is being tested?: Fine 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: Measured

Tester's full name: Allen Oliver

Date of test: 03/08/2023

Sieve Size	Cumulative Mass Retained	Cumulative Percent Passing
Total mass of material in the sample	497 grams
3/8 in. sieve	0.0 grams	100 %
#4 sieve	0.0 grams	100 %
#8 sieve	50.0 grams	90 %
#16 sieve	178.0 grams	64 %
#30 sieve	297.0 grams	40 %
#50 sieve	397.0 grams	20 %
#100 sieve	448.0 grams	10 %
#200 sieve	465.3 grams	6 %
Cumulative mass retained on the pan	470.1 grams

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

Test was verified on 3/9/2023 ✔