DIME - Test Summary

Summary for Test 2023-10-08-17-2

Test performed: CTM 202-November 2011

Project Identifiers	Project ID: 994325 DEA: 044J4904 EFIS: 0415000356
DIST-CO-RTE-PM	04-ALA-13-6.7/7.2
Award Date	01/09/2023
Closeout Date	Not set
Work Description	CONSTRUCT CONCRETE BARRIERS AND BARRIER SLAB, COLD PLANE AND OVERLAY.
Location Description	ALAMEDA COUNTY IN OAKLAND FROM 0.2 MILE NORTH OF LINCOLN AVENUE OVERCROSSING TO 0.2 MILE SOUTH OF PARK BOULEVARD OVERCROSSING
QA Service Level	1 (Verified on 10/14/2022)

Sample Taken Date	10/08/2023	Sample Unique Key	17
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	10/09/2023
Sample type	Quality Assurance	A brief description of the sample	1" rock and sand
The quantity of what the sample constitutes	1 bag	From where was the sample collected	Job Site
First name of sampler or witnessed by	Dustin	Last name of sampler or witnessed by	Seibert
Title of sampler	Quality Control Technician	Telephone number of sampler
Laboratory sample identification	Mix 75K51X425F	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Ecoterra Ready Mix	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)	22-CAN-1
The fabricator's/manufacturer's product name for the sample		The fabricator/manufacturer designation for the sample	Set 1
The plant number		A detailed description of where the material sample was collected	Belt Cut
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	1 inch
The concrete mix design number	7SK5K1X245F	Lot number
Sublot number		Aggregate Mix Number

DIME Sample ID: 2023-10-08-17

DIME Test ID: 2023-10-08-17-2

Testing Lab: G3 Quality, Incorporated - Cerritos

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

Test Release Date: 2023-12-13

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: Calculated

Tester's full name: Hunter Lopez

Date of test: 11/09/2023

Cumulative percent passing the 3/8 in. sieve: 100 %

Cumulative percent passing the #4 sieve: 99 %

Cumulative percent passing the #8 sieve: 85 %

Cumulative percent passing the #16 sieve: 70 %

Cumulative percent passing the #30 sieve: 49 %

Cumulative percent passing the #50 sieve: 24 %

Cumulative percent passing the #100 sieve: 6 %

Cumulative percent passing the #200 sieve: 2 %

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

Test was verified on 12/13/2023 ✔