DIME - Test Summary

Summary for Test 2025-04-03-30-2

Test performed: CTM 216-June 2011

Project Identifiers	Project ID: 209820 DEA: 04297634 EFIS: 0415000040 COOP: 042548
DIST-CO-RTE-PM	04-ALA-84,680-17.9/21
Award Date	02/19/2021
Closeout Date	Not set
Work Description	ROUTE 84 WIDENING (4-LANE EXPRESSWAY) FROM I-680 TO PIGEON PASS, INCLUDING INTERSECTION, DRAINAGE IMPROVEMENTS AND UTILITY RELOCATION.
Location Description	ALAMEDA COUNTY IN AND NEAR SUNOL, PLEASANTON, AND LIVERMORE ON ROUTE 84 FROM 0.1 MILE EAST OF ROUTE 680 TO 0.1 MILE SOUTH OF RUBY HILL DRIVE AND ON ROUTE 680 FROM 1.2 MILES SOUTH TO 1.8 MILES NORTH OF ROUTE 84
QA Service Level	1 (Verified on 11/04/2019)

Sample Taken Date	04/03/2025	Sample Unique Key	30
Date that the sample was received by the laboratory/organization performing the testing	04/03/2025	Sample type	Quality Assurance
A brief description of the sample	Aggregate Base	The quantity of what the sample constitutes	2600g
From where was the sample collected	Source	First name of sampler or witnessed by	Fernando
Last name of sampler or witnessed by	Vega	Title of sampler	MREA
Telephone number of sampler		Laboratory sample identification	SJ-040325-AB1
Linked DIME Sample ID		The fabricator/manufacturer/facility name	Martin Marietta Sunol Plant
Transportation Laboratory (TL) Number		Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier		Structure name	Hwy 680 SB Median South of Koopman Bridge "I-680" Line
Bid Item	Not set

Material Type	Soil	The fabricator's/manufacturer's product name for the sample
The fabricator/manufacturer designation for the sample		A detailed description of where the material sample was collected	jobsite - compacted aggregate Base
Where the material sample would have been placed if not sampled

DIME Sample ID: 2025-04-03-30

DIME Test ID: 2025-04-03-30-2

Testing Lab: CT D04 - San Jose Construction Field Laboratory

Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates

Test Release Date: 2025-04-04

Is oversize material: No

Input Type: Calculated

Tester's full name: Charles Poolis

Date of test: 04/03/2025

In-place wet density: 2.26

Highest adjust wet density: 2.30

% Moisture: no data

Optimum Moisture: no data

Relative compaction: 98

General comments (publicly viewable) (Max 1000 characters): Hwy 680 SB Median South of Koopman Bridge "I-680" Line.

Test was verified on 4/4/2025 ✔