DIME - Test Summary

Summary for Test 2023-11-27-4-2

Test performed: CTM 216-June 2011

Project Identifiers	Project ID: 995361 DEA: 072XF604 EFIS: 0723000126
DIST-CO-RTE-PM	07-VEN-33-24.25/27.3
Award Date	03/01/2023
Closeout Date	Not set
Work Description	Rebuild the eroded side slopes, rebuild the damaged shoulders, reconstruct the dike, repair the sinkhole on the shoulder, repair the eroded areas next to EP, behind guardrail, and around the flumes, reinstall guardrail, rebuild RSP, clean the drainage systems, construct a SPW
Location Description	Not set
QA Service Level	1 (Verified on 11/27/2023)

Sample Taken Date	11/27/2023	Sample Unique Key	4
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	11/27/2023
Sample type	Department Acceptance	A brief description of the sample	Embankment
The quantity of what the sample constitutes	65 sq. yd.	From where was the sample collected	Job Site
First name of sampler or witnessed by	Philip	Last name of sampler or witnessed by	Maquiran
Title of sampler	MREA	Telephone number of sampler	(213) 358-1518
Laboratory sample identification	23-2074	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Granite	Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier
Structure name

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	From various locations at Embankment
Where the material sample would have been placed if not sampled

DIME Sample ID: 2023-11-27-4

DIME Test ID: 2023-11-27-4-2

Testing Lab: CT D07 - Materials Field Laboratory, Unit 1953

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

Test Release Date: 2023-11-27

Is oversize material: No

Input Type: Calculated

Tester's full name: Phillip Maquiran

Date of test: 11/27/2023

In-place wet density: 2.07

Highest adjust wet density: 2.28

% Moisture: 7.8 %

Optimum Moisture: 11.8 %

Relative compaction: 91

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

Test was verified on 11/27/2023 ✔