DIME - Test Summary

Summary for Test 2022-12-22-24-6

Test performed: CTM 521-June 2020

Project Identifiers	Project ID: 215486 DEA: 040A0204 EFIS: 0400000129
DIST-CO-RTE-PM	04-SON-1-15-15.7
Award Date	Not set
Closeout Date	Not set
Work Description	Construct roadway and bridge with structural concrete and CIDH piling
Location Description	District-County-Route-Post Mile: 04-Son-1-R15.0/R15.7
QA Service Level	1 (Verified on 04/08/2022)

Sample Taken Date	12/22/2022	Sample Unique Key	24
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	12/22/2022
Sample type	Quality Control	A brief description of the sample	Concrete
The quantity of what the sample constitutes	100 cy	From where was the sample collected	Job Site
First name of sampler or witnessed by	Fikra	Last name of sampler or witnessed by	Jahya
Title of sampler		Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Bridge Way Civil Construction	Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier
Structure name

Material Type	Concrete	The concrete mix design number	72105003R
The truck number from where the sample was collected		The batch plant ticket number from where the sample was collected	1554934
Concrete batch plant		The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collected	US RTE 1 Scotty Creek Bridge SB curb at Bent 2	Where the material sample would have been placed if not sampled
From Lot No.		Bag Lot No.

DIME Sample ID: 2022-12-22-24

DIME Test ID: 2022-12-22-24-6

Testing Lab: RMA Group - Rancho Cordova

Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders

Test Release Date: 2023-01-06

Unit system used?: US Units

Number of specimens: 1

Test performed: With no density determined

Input Type: Calculated

Tester's full name: Todd Strait

Date of test: 01/05/2023

Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap

Average diameter of cylinder 1: 6.01 in

Maximum load on cylinder 1: 170630 lb

Type of fracture pattern of cylinder 1: 2

Comment on any defect in either specimen or caps (Max 250 Characters): no data

Correction factor for cylinder 1: 1

Age of specimen: 14 days

Age of specimen in hours: 0 hours

Compressive strength of cylinder (to nearest 10 psi): 6010 psi

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

Test was verified on 1/6/2023 ✔