DIME - Test Summary

Summary for Test 2022-01-25-39-1

Test performed: CTM 202-November 2011

Project Identifiers	Project ID: 215704 DEA: 020J9104 EFIS: 0219000174
DIST-CO-RTE-PM	02-LAS,MOD,SHA-89,139,299-VAR
Award Date	06/03/2021
Closeout Date	08/08/2022
Work Description	REPAIR UNSOUND CONCRETE, POLYESTER CONCRETE OVERLAYS, JOINT SEALS.
Location Description	LASSEN, MODOC, AND SHASTA COUNTIES AT VARIOUS LOCATIONS
QA Service Level	1 (Verified on 05/03/2021)

Sample Taken Date	01/25/2022	Sample Unique Key	39
Date that the sample was received by the laboratory/organization performing the testing	01/26/2022	Sample type	Department Acceptance
A brief description of the sample	Basement Soil	The quantity of what the sample constitutes	Basement Soil
From where was the sample collected	Job Site	First name of sampler or witnessed by	Jordan
Last name of sampler or witnessed by	Wimer	Title of sampler	TET
Telephone number of sampler		Laboratory sample identification	D78998
Linked DIME Sample ID		The fabricator/manufacturer/facility name	N/A
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	02-LAS-299-11.88 from Embankment, 30 ft off CL, 2 to 3 ft depth
Where the material sample would have been placed if not sampled	In situ

DIME Sample ID: 2022-01-25-39

DIME Test ID: 2022-01-25-39-1

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: 2022-02-15

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: Colt Sweeny

Date of test: 01/31/2022

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	116.0 grams	99 %
1 in. sieve	364.0 grams	97 %
3/4 in. sieve	243.0 grams	96 %
1/2 in. sieve	645.0 grams	91.6 %
3/8 in. sieve	536.0 grams	88 %
#4 sieve	1759.0 grams	78 %
#8 sieve	69.0 grams	67 %
#16 sieve	68.9 grams	56 %
#30 sieve	72.0 grams	44 %
#50 sieve	91.2 grams	29 %
#100 sieve	66.3 grams	19 %
#200 sieve	28.7 grams	13.9 %
Individual mass retained on the pan	86.2 grams

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

Test was verified on 2/15/2022 ✔