DIME - Test Summary

Summary for Test 2023-03-08-22-1

Test performed: CTM 202-November 2011

Project Identifiers	Project ID: 994087 DEA: 051G4104 EFIS: 0515000012
DIST-CO-RTE-PM	05-SB-101-4.0/4.8
Award Date	08/01/2022
Closeout Date	Not set
Work Description	Santa Claus Lane Bike Path - !!Charge time to 05-0N72U4 per Project Manager / Corridor Manager!!
Location Description	!!Charge time to 05-0N72U4 per Project Manager / Corridor Manager!!
QA Service Level	1 (Verified on 07/25/2022)

Sample Taken Date	03/08/2023	Sample Unique Key	22
Will the laboratory/organization for which you are a member perform testing on this material sample?	Yes	Date that the sample was received by the laboratory/organization performing the testing	03/01/2023
Sample type	Acceptance	A brief description of the sample	1x4 concrete aggregates
The quantity of what the sample constitutes	38 cy	From where was the sample collected	Fabricator
First name of sampler or witnessed by	Isaac	Last name of sampler or witnessed by	Gleffe
Title of sampler		Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Martin Marrieta Goleta	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)	91-42-0003
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	Stockpile @ Plant
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	1 inch
The concrete mix design number	725A1Z0P	Lot number
Sublot number		Aggregate Mix Number

DIME Sample ID: 2023-03-08-22

DIME Test ID: 2023-03-08-22-1

Testing Lab: CT D05 - Carpinteria Field Laboratory

Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates

Test Release Date: 2023-03-16

What size aggregate is being tested?: 1 in. x No. 4 - Coarse 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: Calculated

Tester's full name: Jesse Gomez

Date of test: 03/09/2023

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: 94 %

Cumulative percent passing the 1/2 in. sieve: 55 %

Cumulative percent passing the 3/8 in. sieve: 17 %

Cumulative percent passing the #4 sieve: 3 %

Cumulative percent passing the #8 sieve: 1 %

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

Test was verified on 3/16/2023 ✔