DIME - Test Summary

Summary for Test 2022-06-21-42-5

Test performed: CTM 521-June 2020

Project Identifiers	Project ID: 214681 DEA: 021H5104 EFIS: 0216000148
DIST-CO-RTE-PM	02-TEH-99-9.0/9.3
Award Date	11/04/2021
Closeout Date	08/14/2023
Work Description	CHAMPLIN SLOUGH
Location Description	REPLACE BRIDGE IN TEHAMA COUNTY NEAR LOS MOLINOS FROM 0.2 MILE SOUTH TO 0.2 MILE NORTH OF CHAMPLIN SLOUGH
QA Service Level	1 (Verified on 03/02/2020)

Sample Taken Date	06/21/2022	Sample Unique Key	42
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	06/21/2022
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	Anthony	Last name of sampler or witnessed by	Smith
Title of sampler		Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Foothill Ready Mix	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	72S34XZA20
The truck number from where the sample was collected		The batch plant ticket number from where the sample was collected	2410
Concrete batch plant		The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collected	Champlin Slough Bridge Abutments	Where the material sample would have been placed if not sampled
From Lot No.		Bag Lot No.

DIME Sample ID: 2022-06-21-42

DIME Test ID: 2022-06-21-42-5

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: 2022-07-21

Unit system used?: US Units

Number of specimens: 2

Test performed: With no density determined

Input Type: Calculated

Tester's full name: Todd Strait

Date of test: 07/19/2022

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

Average diameter of cylinder 1: 6.01 in

Average diameter of cylinder 2: 6.00 in

Maximum load on cylinder 1: 155980 lb

Maximum load on cylinder 2: 156235 lb

Type of fracture pattern of cylinder 1: 3

Type of fracture pattern of cylinder 2: 4

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

Correction factor for cylinder 1: 1

Correction factor for cylinder 2: 1

Age of specimen: 28 days

Age of specimen in hours: 0 hours

Cross sectional area of cylinder 1: 28.37 in^2

Cross sectional area of cylinder 2: 28.27 in^2

Compressive strength (to nearest 10 psi): 5510 psi

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

Test was verified on 7/21/2022 ✔