DIME - Test Summary

Summary for Test 2020-03-13-12-2

Test performed: CTM 204-June 2010

Project Identifiers	Project ID: 214817 DEA: 051H2304 EFIS: 0516000042
DIST-CO-RTE-PM	05-MON-218-R0.2/L0.9
Award Date	11/08/2022
Closeout Date	03/03/2025
Work Description	CONSTRUCT CURB RAMPS AND SIDEWALK, MODIFY SIGNAL AND LIGHTING SYSTEMS.
Location Description	MONTEREY COUNTY IN SEASIDE FROM DEL MONTE BOULEVARD TO FREMONT BOULEVARD
QA Service Level	1 (Verified on 08/31/2020)

Sample Taken Date	03/13/2020	Sample Unique Key	12
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	03/16/2020
Sample type	Preliminary	A brief description of the sample	Native Soil
The quantity of what the sample constitutes	1 bag	From where was the sample collected	Job Site
First name of sampler or witnessed by	Jacob	Last name of sampler or witnessed by	Berven
Title of sampler		Telephone number of sampler
Laboratory sample identification	20-D-011	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Earth	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	Unknown
The fabricator/manufacturer designation for the sample	Unknown	A detailed description of where the material sample was collected	WB Shoulder
Where the material sample would have been placed if not sampled	Unknown

DIME Sample ID: 2020-03-13-12

DIME Test ID: 2020-03-13-12-2

Testing Lab: CT D05 - San Luis Obispo District Laboratory

Test Method: CTM 204-June 2010: Method of Test for Liquid Limit, Plastic Limit and Plasticity Index of Soils (Plasticity Index)

Test Release Date: 2020-04-01

The test method used?: Liquid Limit-Method A

Input Type: Calculated

Tester's full name: E. Atkins

Date of test: 03/24/2020

Liquid Limit (LL): 36 %

Weight of oven-dried soil: 0 g

Weight of water content (measure 1): 26.4 g

Weight of water content (measure 2): 26.38 g

Weight of water content (measure 3): 26.88 g

Weight of water content (measure 4): no data g

Weight of water content (measure 5): no data g

Weight of water content (measure 6): no data g

Weight of water content (measure 7): no data g

Weight of water content (measure 8): no data g

Number of shocks to close the groove (measure 1): 35

Number of shocks to close the groove (measure 2): 30

Number of shocks to close the groove (measure 3): 16

Number of shocks to close the groove (measure 4): no data

Number of shocks to close the groove (measure 5): no data

Number of shocks to close the groove (measure 6): no data

Number of shocks to close the groove (measure 7): no data

Number of shocks to close the groove (measure 8): no data

Percent moisture (measure 1): 35.2 %

Percent moisture (measure 2): 35.5 %

Percent moisture (measure 3): 37 %

Percent moisture (measure 4): no data

Percent moisture (measure 5): no data

Percent moisture (measure 6): no data

Percent moisture (measure 7): no data

Percent moisture (measure 8): no data

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

Test was verified on 4/1/2020 ✔