DIME - Test Summary

Summary for Test 2026-09-19-30-4

Test performed: CTM 217-June 2011

Project Identifiers	Project ID: 1000121 DEA: 041Q8204 EFIS: 0418000341
DIST-CO-RTE-PM	04-SF-101-25.6/26.1
Award Date	10/20/2025
Closeout Date	Not set
Work Description	SF 101-Roadway Rehab 3R
Location Description	Route 101 in San Francisco County
QA Service Level	1 (Verified on 07/08/2024)

Sample Taken Date	09/19/2026	Sample Unique Key	30
Date that the sample was received by the laboratory/organization performing the testing	08/28/2026	Sample type	Quality Assurance
A brief description of the sample	1 x 4 PCC Aggregate	The quantity of what the sample constitutes	700 yds
From where was the sample collected	Manufacturer	First name of sampler or witnessed by	James
Last name of sampler or witnessed by	Porter	Title of sampler
Telephone number of sampler		Laboratory sample identification
Linked DIME Sample ID		The fabricator/manufacturer/facility name	Vanguard Pier 94
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)	91-07-0003
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 @ plant
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: 2026-09-19-30

DIME Test ID: 2026-09-19-30-4

Testing Lab: CT D04 - Concord Field Laboratory

Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent

Test Release Date: 2026-10-12

Number of tests: 3

Input Type: Measured

Tester's full name: Henry Concepcion

Date of test: 09/21/2026

Temperature correction: 0

Temperature of solution: 72

Clay reading (test 1): 45

Sand reading (test 1): 37

Clay reading (test 2): 46

Sand reading (test 2): 41

Clay reading (test 3): 42

Sand reading (test 3): 34

Sand equivalent (test 1): 83

Sand equivalent (test 2): 90

Sand equivalent (test 3): 81

Sand equivalent before temperature correction: 85

Sand equivalent after temperature correction: 85

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

Test was verified on 10/12/2026 ✔