DIME - Test Summary

Summary for Test 2022-08-09-46-1

Test performed: CTM 202-November 2011

Project Identifiers	Project ID: 209698 DEA: 072332E4 EFIS: 0700000391 COOP: 0705187
DIST-CO-RTE-PM	07-LA-I-5-45.4/54
Award Date	07/01/2021
Closeout Date	Not set
Work Description	Addition of 14 miles of HOV lanes in both directions would extend existing carpool lanes on the I- 5 in San Fernando Valley to Santa Clarita Valley
Location Description	The I-5 North Capacity Enhancements Project focuses on improvements to the I-5 freeway from cities of Santa Clarita and Castaic, beginning at the SR-14 interchange to Parker Rd.
QA Service Level	2 (Verified on 02/03/2021)

Sample Taken Date	08/09/2022	Sample Unique Key	46
Date that the sample was received by the laboratory/organization performing the testing	08/17/2022	Sample type	Department Acceptance
A brief description of the sample	Class 3 Aggregate Base	The quantity of what the sample constitutes	NA
From where was the sample collected	Job Site	First name of sampler or witnessed by	Daniel
Last name of sampler or witnessed by	Escobar	Title of sampler	S2 Technician
Telephone number of sampler		Laboratory sample identification	22-0231
Linked DIME Sample ID		The fabricator/manufacturer/facility name	NA
Transportation Laboratory (TL) Number	2022-08-09-01	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)	NA
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	Median
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	Not set

DIME Sample ID: 2022-08-09-46

DIME Test ID: 2022-08-09-46-1

Testing Lab: CT D07 - Materials Field Laboratory, Unit 1953

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

Test Release Date: 2022-09-01

What size aggregate is being tested?: Combined Gradation

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: James Lee/Arnold Truong

Date of test: 08/19/2022

Sieve Size	Cumulative Mass Retained	Cumulative Percent Passing
Total mass of sample prior to washing	grams
3 in. sieve	0.0 grams	100 %
2 1/2 in. sieve	280.0 grams	99 %
2 in. sieve	610.0 grams	98 %
1 1/2 in. sieve	1730.0 grams	94 %
1 in. sieve	3330.0 grams	88 %
3/4 in. sieve	5230.0 grams	82 %
1/2 in. sieve	10380.0 grams	64 %
3/8 in. sieve	13010.0 grams	55 %
#4 sieve	21430.0 grams	25 %
#8 sieve	0.0 grams	0 %
#16 sieve	0.0 grams	0 %
#30 sieve	0.0 grams	0 %
#50 sieve	0.0 grams	0 %
#100 sieve	0.0 grams	0 %
#200 sieve	0.0 grams	0 %
Cumulative mass retained on the pan	0.0 grams

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

Test was verified on 9/1/2022 ✔