DIME - Test Summary

Summary for Test 2023-05-19-27-1

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	05/19/2023	Sample Unique Key	27
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	05/19/2023
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	Ignacio	Last name of sampler or witnessed by	Arechiga
Title of sampler	QA Technician	Telephone number of sampler	5102077252
Laboratory sample identification	Rich_23_143	Linked DIME Sample ID	2023-05-19-26
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	33-0764
Structure name

Material Type	Aggregate	Source Identification (SMARA, name of Pit or Job Site)	91-01-0010
The fabricator's/manufacturer's product name for the sample	Vulcan Sand	The fabricator/manufacturer designation for the sample	Batch
The plant number		A detailed description of where the material sample was collected	stockpile @palnt
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: 2023-05-19-27

DIME Test ID: 2023-05-19-27-1

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: 05/22/2023

	Cumulative Mass Retained	Cumulative Percent Passing
Total mass of material in the sample	480 grams
3/8 in. sieve	0 grams	100 %
#4 sieve	6 grams	99 %
#8 sieve	72 grams	85 %
#16 sieve	215 grams	55 %
#30 sieve	325 grams	32 %
#50 sieve	408 grams	15 %
#100 sieve	453 grams	6 %
#200. sieve	466 grams	3 %
On the pan	468 grams

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

Test was verified on 7/27/2023 ✔