DIME - Test Summary

Summary for Test 2023-05-11-72-1

Test performed: CTM 202-November 2011

Project Identifiers	Project ID: 215396 DEA: 042K8404 EFIS: 0417000031
DIST-CO-RTE-PM	04-SOL-29,80-0.0,0.8/1.6
Award Date	03/26/2021
Closeout Date	02/16/2024
Work Description	HMA, STRUCTURAL CONCRETE, CIDH PILING AND REBAR.
Location Description	SOLANO COUNTY IN VALLEJO AT ROUTE 80/29 SEPARATION AND ON ROUTE 80 FROM 0.2 MILE NORTH OF CARQUINEZ BRIDGE TOLL PLAZA TO 0.3 MILE SOUTH OF MAGAZINE STREET OVERCROSSING
QA Service Level	1 (Verified on 01/25/2021)

Sample Taken Date	05/11/2023	Sample Unique Key	72
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	05/12/2023
Sample type	Quality Assurance	A brief description of the sample	ASB Class 4
The quantity of what the sample constitutes	4 bags	From where was the sample collected	Job Site
First name of sampler or witnessed by	Noel	Last name of sampler or witnessed by	Aquino
Title of sampler	Resident Engineer	Telephone number of sampler	7075804429
Laboratory sample identification	Con_23_446	Linked DIME Sample ID
The fabricator/manufacturer/facility name	O C Jones and Sons Inc.	Transportation Laboratory (TL) Number	C744003
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier
Structure name

Material Type	Aggregate	Source Identification (SMARA, name of Pit or Job Site)	00-00-0004
The fabricator's/manufacturer's product name for the sample	ASB Class 4	The fabricator/manufacturer designation for the sample
The plant number		A detailed description of where the material sample was collected	stockpile @jobsite
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	3/4 inch
The concrete mix design number		Lot number
Sublot number		Aggregate Mix Number

DIME Sample ID: 2023-05-11-72

DIME Test ID: 2023-05-11-72-1

Testing Lab: CT D04 - Concord Field Laboratory

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

Test Release Date: 2023-05-19

What size aggregate is being tested?: Combined Gradation

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

For Combined Gradation only, has the fine aggregate sample been reduced?: Yes

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

Input Type: Measured

Tester's full name: Augusto Rios

Date of test: 05/19/2023

	Cumulative Mass Retained	Cumulative Percent Passing
Total mass of sample prior to washing	7615 grams
3 in. sieve	0 grams	100 %
2 1/2 in. sieve	0 grams	100 %
2 in. sieve	0 grams	100 %
1 1/2 in. sieve	0 grams	100 %
1 in. sieve	395 grams	95 %
3/4 in. sieve	790 grams	90 %
1/2 in. sieve	1755 grams	77 %
3/8 in. sieve	2680 grams	65 %
#4 sieve	4845 grams	36 %
Fine Sample Mass (reduced)	484 grams
#8 sieve	166 grams	24 %
#16 sieve	276 grams	15 %
#30 sieve	342 grams	11 %
#50 sieve	400 grams	6 %
#100 sieve	438 grams	3 %
#200. sieve	457 grams	2 %

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

Test was verified on 5/19/2023 ✔