DIME - Test Summary

Summary for Test 2023-06-29-39-5

Test performed: CTM 202-November 2011

Project Identifiers	Project ID: 993664 DEA: 073311U4 EFIS: 0719000098
DIST-CO-RTE-PM	07-VEN-23,101-R3.3/R3.7,0.2/40.8
Award Date	08/31/2022
Closeout Date	Not set
Work Description	CONSTRUCT GUARDRAILS AND CONCRETE BARRIER.
Location Description	VENTURA COUNTY IN THOUSAND OAKS, CAMARILLO, OXNARD AND VENTURA ON ROUTE 101 FROM THE LOS ANGELES /VENTURA COUNTY LINE TO OLD PACIFIC COAST HIGHWAY AND ON ROUTE 23 FROM ROUTE 23/101 SEPARATION TO HILLCREST DRIVE
QA Service Level	1 (Verified on 05/11/2022)

Sample Taken Date	06/29/2023	Sample Unique Key	39
Date that the sample was received by the laboratory/organization performing the testing	07/05/2023	Sample type	Department Acceptance
A brief description of the sample	1x4 PCC Aggregates	The quantity of what the sample constitutes	70 cy
From where was the sample collected	Manufacturer	First name of sampler or witnessed by	victor
Last name of sampler or witnessed by	Pham	Title of sampler
Telephone number of sampler	2137924794	Laboratory sample identification
Linked DIME Sample ID		The fabricator/manufacturer/facility name	Associated Ready Mix - Oxnard
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)	91-19-0054
The fabricator's/manufacturer's product name for the sample	class 2 concrete	The fabricator/manufacturer designation for the sample	mix sl590330
The plant number	Oxnard	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	SL590330	Lot number
Sublot number		Aggregate Mix Number

DIME Sample ID: 2023-06-29-39

DIME Test ID: 2023-06-29-39-5

Testing Lab: CT D07 - Plant Services, Unit 1841

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

Test Release Date: 2023-07-19

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: Victor Pham

Date of test: 07/05/2023

Sieve Size	Cumulative Mass Retained	Cumulative Percent Passing
Total mass of material in the sample	515 grams
3/8 in. sieve	0.0 grams	100 %
#4 sieve	9.0 grams	98 %
#8 sieve	64.0 grams	88 %
#16 sieve	144.0 grams	72 %
#30 sieve	257.0 grams	50 %
#50 sieve	383.0 grams	26 %
#100 sieve	457.0 grams	11 %
#200 sieve	489.0 grams	5 %
Cumulative mass retained on the pan	493.0 grams

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

Test was verified on 7/19/2023 ✔