DIME - Test Summary

Summary for Test 2023-12-14-41-5

Test performed: CTM 202-November 2011

Project Identifiers	Project ID: 994310 DEA: 034F6504 EFIS: 0314000233
DIST-CO-RTE-PM	03-YOL-50,80-0.0/2.5,4.1/R11.4
Award Date	04/07/2023
Closeout Date	Not set
Work Description	CRCP, HMA (TYPE A), RDWY EXC, CLASS 2 AB, FIBER OPTIC CABLE SYSTEMS.
Location Description	YOLO COUNTY IN AND NEAR WEST SACRAMENTO ON ROUTE 80 FROM 1.7 MILES EAST OF MACE BOULEVARD OVERCROSSING TO SACRAMENTO RIVER BRIDGE AND OVERHEAD (BRYTE BEND) AND ON ROUTE 50 FROM ROUTE 80 JUNCTION TO JEFFERSON BOULEVARD UNDERCROSSING
QA Service Level	1 (Verified on 10/04/2022)

Sample Taken Date	12/14/2023	Sample Unique Key	41
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	12/14/2023
Sample type	Quality Control	A brief description of the sample	1x4 concrete aggregates
The quantity of what the sample constitutes	1 per batch	From where was the sample collected	Supplier
First name of sampler or witnessed by	Cameron	Last name of sampler or witnessed by	Bittick
Title of sampler		Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Cemex - West Sacramento	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)	91-57-0008
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	stockpile or belt cut
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

DIME Sample ID: 2023-12-14-41

DIME Test ID: 2023-12-14-41-5

Testing Lab: Sequoia Consultants

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

Test Release Date: 2024-01-11

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?: Yes

For Combined Gradation only, use #40 Sieve?: No

Input Type: Calculated

Tester's full name: Javier Lopez

Date of test: 12/15/2023

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

Cumulative percent passing the #4 sieve: 100 %

Cumulative percent passing the #8 sieve: 86 %

Cumulative percent passing the #16 sieve: 62 %

Cumulative percent passing the #30 sieve: 44 %

Cumulative percent passing the #50 sieve: 21 %

Cumulative percent passing the #100 sieve: 8 %

Cumulative percent passing the #200 sieve: 3.9 %

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

Test was verified on 1/11/2024 ✔