DIME - Test Summary

Summary for Test 2021-11-06-11-1

Test performed: CTM 214-August 2010

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	11/06/2021	Sample Unique Key	11
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	12/21/2021
Sample type	Annual Source Testing	A brief description of the sample	3/8 Aggregates
The quantity of what the sample constitutes	2-bags individual size	From where was the sample collected	Source
First name of sampler or witnessed by	plant	Last name of sampler or witnessed by	plant
Title of sampler	QC Lab Tech	Telephone number of sampler
Laboratory sample identification	21-PCCC-0222	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Granite Capay	Transportation Laboratory (TL) Number	C044052
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)	91-57-0014::CAPAY
The fabricator's/manufacturer's product name for the sample		The fabricator/manufacturer designation for the sample
The plant number		A detailed description of where the material sample was collected	Stockpile @ Plant
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	3/8 inch
The concrete mix design number		Lot number
Sublot number		Aggregate Mix Number	Not set

DIME Sample ID: 2021-11-06-11

DIME Test ID: 2021-11-06-11-1

Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory

Test Method: CTM 214-August 2010: Method of Test for Soundness of Aggregates by Use of Sodium Sulfate

Test Release Date: 2022-01-13

What size aggregate is being tested?: Coarse Aggregate

Input Type: Calculated

Tester's full name: Bang Nguyen

Date of test: 01/13/2022

Percentage Loss of material retained on 2 x 1 ½ in. sieve: no data

Percentage Loss of material retained on 1 ½ x 1 in. sieve: no data

Percentage Loss of material retained on 1 x ¾ in. sieve: no data

Percentage Loss of material retained on ¾ x ½ in. sieve: no data

Percentage Loss of material retained on ½ x ⅜ in. sieve: no data

Percentage Loss of material retained on ⅜ in. x #4 sieve: no data

Percentage Loss of material retained on 2 in. through 1 1/2 in. sieve: no data

Percentage Loss of material retained on 1 in. through 3/4 in. sieve: no data

Percentage Loss of material retained on 3/4 in. through #4 sieve: no data

Weighted Average Percent Loss of Coarse Aggregate: 3.0 %

Batch Soundness Loss of Coarse Aggregate (2 1/2 in maximum): no data

Batch Soundness Loss of Coarse Aggregate (1 1/2 in maximum): no data

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

Test was verified on 1/13/2022 ✔