DIME - Test Summary

Summary for Test 2025-08-23-10-1

Test performed: ASTM C136-19

Project Identifiers	Project ID: 1000264 DEA: 060W90U4 EFIS: 0623000128
DIST-CO-RTE-PM	06-TUL-198,216-R11.6/R11.9,R0.0/2.7
Award Date	08/29/2024
Closeout Date	Not set
Work Description	HMA AND MODIFYING SIGNAL AND LIGHTING SYSTEMS.
Location Description	TULARE COUNTY IN AND NEAR VISALIA ON ROUTE 216 FROM 0.2 MILE SOUTH OF LOVERS LANE UNDERCROSSING TO 0.2 MILE EAST OF MCAULIFF STREET AND ON ROUTE 198 FROM 0.1 MILE WEST TO 0.2 MILE EAST OF LOVERS LANE UNDERCROSSING
QA Service Level	1 (Verified on 04/15/2024)

Sample Taken Date	08/23/2025	Sample Unique Key	10
Will the laboratory/organization for which you are a member perform testing on this material sample?	No	Date that the sample was received by the laboratory/organization performing the testing	08/23/2025
Sample type	Quality Control	A brief description of the sample	3/8 X #4 Pea Gravel
The quantity of what the sample constitutes	Week's worth of deliveries	From where was the sample collected	Supplier
First name of sampler or witnessed by	Daniel	Last name of sampler or witnessed by	Mills
Title of sampler	Asphalt Technician	Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Vulcan Materials	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)	Pleasanton-SMARA-91-01-0010
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 @ Supplier
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	3/8 inch
The concrete mix design number		Lot number
Sublot number		Aggregate Mix Number

DIME Sample ID: 2025-08-23-10

DIME Test ID: 2025-08-23-10-1

Testing Lab: Oldcastle Precast, Incorporated - Pleasanton

Test Method: ASTM C136-19: Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates

Test Release Date: 2025-08-27

What type of gradation is being tested?: 0.375 in x No. 8 - Coarse Aggregate

Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained

Has the fine aggregate sample been reduced? (question for combined gradation type): No

Input Type: Calculated

Tester's full name: Daniel Mills

Date of test: 08/23/2025

Cumulative percent passing the 1/2 in. sieve: 100 %

Cumulative percent passing the 3/8 in. sieve: 90 %

Cumulative percent passing the #4 sieve: 16 %

Cumulative percent passing the #8 sieve: 1 %

General comments (publicly viewable) (Max 1000 characters): *Type of gradation being tested: 3/8 X #4 Pea Gravel

Test was verified on 8/27/2025 ✔