DIME - Test Summary

Summary for Test 2026-06-17-11-1

Test performed: CTM 216-June 2011

Project Identifiers	Project ID: 1001573 DEA: 060X2904 EFIS: 0618000050
DIST-CO-RTE-PM	06-FRE-33-13.9/16.7
Award Date	Not set
Closeout Date	Not set
Work Description	HMA (TYPE A), RDWY EXC, CL 2 AB, CURB RAMPS AND MOBILIZATION.
Location Description	FRESNO COUNTY IN AND NEAR COALINGA FROM ENTERPRISE PARKWAY TO LOS GATOS CREEK SOUTH CHANNEL BRIDGE
QA Service Level	1 (Verified on 09/15/2025)

Sample Taken Date	06/17/2026	Sample Unique Key	11
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	06/17/2026
Sample type	Quality Assurance	A brief description of the sample	Native Soil for Subgrade
The quantity of what the sample constitutes	STA 78 + 30 TO 79 + 05	From where was the sample collected	Job Site
First name of sampler or witnessed by	Frank	Last name of sampler or witnessed by	Alas-Arteaga
Title of sampler		Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	COALINGA/33	Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier
Structure name		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	3RD ST OFF HWY 33/ MAIN LINE
Where the material sample would have been placed if not sampled

DIME Sample ID: 2026-06-17-11

DIME Test ID: 2026-06-17-11-1

Testing Lab: CT D06 - Millbrook Field Laboratory

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

Test Release Date: 2026-06-18

Is oversize material: No

Input Type: Measured

Tester's full name: Gurjeet Litt

Date of test: 06/17/2026

In-place wet density: 2.11

Highest adjust wet density: 2.19

% Moisture: no data

Optimum Moisture: no data

Relative compaction: 96

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

Test was verified on 6/18/2026 ✔