DIME - Test Summary

Summary for Test 2021-06-02-19-1

Test performed: CTM 202-November 2011

Project Identifiers	Project ID: 212496 DEA: 024E4504 EFIS: 0200020286
DIST-CO-RTE-PM	02-LAS,MOD-139,299-VAR
Award Date	07/28/2020
Closeout Date	08/14/2023
Work Description	PLACE HMA, REPLACE DRAINAGE, CULVERT, ELECTRICAL AND LIGHTING SYSTEMS.
Location Description	LASSEN AND MODOC COUNTIES ON ROUTE 139 AT 0.1 MILE NORTH OF LASSEN COUNTY LINE AND ON ROUTE 299 AT VARIOUS LOCATONS FROM 0.4 MILE WEST OF BOYD HILL LOOKOUT ROAD TO 0.6 MILE EAST OF COUNTY ROAD 87
QA Service Level	1 (Verified on 06/06/2017)

Sample Taken Date	06/02/2021	Sample Unique Key	19
Date that the sample was received by the laboratory/organization performing the testing	06/07/2021	Sample type	Department Acceptance
A brief description of the sample	Native Subgrade	The quantity of what the sample constitutes	Unknown
From where was the sample collected	Job Site	First name of sampler or witnessed by	E.
Last name of sampler or witnessed by	Chavez	Title of sampler	Unknown
Telephone number of sampler		Laboratory sample identification	D78832
Linked DIME Sample ID		The fabricator/manufacturer/facility name	Unknown
Transportation Laboratory (TL) Number	766438	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	02 LAS, MOD 139, 299 VAR EB A LINE at STA 1338 00 Adin Ca
Where the material sample would have been placed if not sampled	02 LAS MOD 139 299 VAR

DIME Sample ID: 2021-06-02-19

DIME Test ID: 2021-06-02-19-1

Testing Lab: CT D02 - Redding Northern Regional Laboratory

Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates

Test Release Date: 2021-11-02

What size aggregate is being tested?: Combined Gradation

Individual or cumulative mass retained on each sieve?: Individual Mass Retained

For Combined Gradation only, has the fine aggregate sample been reduced?: No

For Combined Gradation only, use #40 Sieve?: No

Input Type: Measured

Tester's full name: Terry McCormick

Date of test: 06/09/2021

Sieve Size	Individual Mass Retained	Cumulative Percent Passing
Total mass of sample prior to washing	grams
3 in. sieve	0.0 grams	100 %
2 1/2 in. sieve	0.0 grams	100 %
2 in. sieve	0.0 grams	100 %
1 1/2 in. sieve	0.0 grams	100 %
1 in. sieve	63.0 grams	99 %
3/4 in. sieve	73.0 grams	99 %
1/2 in. sieve	63.0 grams	98.2 %
3/8 in. sieve	81.0 grams	97 %
#4 sieve	464.0 grams	93 %
#8 sieve	23.2 grams	89 %
#16 sieve	27.5 grams	83 %
#30 sieve	29.6 grams	78 %
#50 sieve	38.0 grams	71 %
#100 sieve	64.2 grams	59 %
#200 sieve	59.7 grams	47.5 %
Individual mass retained on the pan	252.6 grams

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

Test was verified on 11/2/2021 ✔