DIME - Test Summary

Summary for Test 2023-05-11-52-1

Test performed: CTM 202-November 2011

Project Identifiers	Project ID: 993184 DEA: 040A7724 EFIS: 0420000288 COOP: 042763
DIST-CO-RTE-PM	04-ALA-80-6.4/6.8
Award Date	Not set
Closeout Date	Not set
Work Description	Excavation, HMA, structural concrete, minor concrete and drainage.
Location Description	IN BERKELEY AND ALBANY FROM 0.6 MILE NORTH OF UNIVERSITY AVENUE OVERCROSSING TO 0.3 MILE SOUTH OF EL CERRITO SEPARATION AND OVERHEAD
QA Service Level	1 (Verified on 04/08/2022)

Sample Taken Date	05/11/2023	Sample Unique Key	52
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	05/11/2023
Sample type	Quality Assurance	A brief description of the sample	Con Sand
The quantity of what the sample constitutes	1 bag	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	Anthony	Last name of sampler or witnessed by	Ibarra
Title of sampler	QA Technician	Telephone number of sampler	9512083308
Laboratory sample identification	Rich_23_133	Linked DIME Sample ID	2023-05-11-50
The fabricator/manufacturer/facility name	Right Away Ready Mix Oakland	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)	91-01-0009
The fabricator's/manufacturer's product name for the sample	Fine Aggregate	The fabricator/manufacturer designation for the sample	Batch
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	fine
The concrete mix design number	DDJ118E3	Lot number
Sublot number		Aggregate Mix Number	DDJ118E3

DIME Sample ID: 2023-05-11-52

DIME Test ID: 2023-05-11-52-1

Testing Lab: CT D04 - Richmond Field Laboratory

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

Test Release Date: 2023-07-27

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: Augusto Rios

Date of test: 05/12/2023

	Cumulative Mass Retained	Cumulative Percent Passing
Total mass of material in the sample	498 grams
3/8 in. sieve	0 grams	100 %
#4 sieve	12 grams	98 %
#8 sieve	83 grams	83 %
#16 sieve	158 grams	68 %
#30 sieve	248 grams	50 %
#50 sieve	374 grams	25 %
#100 sieve	472 grams	5 %
#200. sieve	486 grams	2 %
On the pan	487 grams

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

Test was verified on 7/27/2023 ✔