DIME - Test Summary

Summary for Test 2023-05-31-88-4

Test performed: CTM 521-June 2020

Project Identifiers	Project ID: 215317 DEA: 101J0104 EFIS: 1018000079
DIST-CO-RTE-PM	10-CAL,CAL-88,34-34.6/2.2
Award Date	05/19/2022
Closeout Date	11/16/2023
Work Description	Construct fuel island canopies.
Location Description	In Calaveras and Alpine counties on Route 26 at the West Point Maintenance Station and on Route 88 at the Caples Lake Maintenance Station.
QA Service Level	1 (Verified on 07/29/2022)

Sample Taken Date	05/31/2023	Sample Unique Key	88
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	05/31/2023
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	Spencer	Last name of sampler or witnessed by	Kibbe
Title of sampler		Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Sierra Tahoe 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	D673A
The truck number from where the sample was collected	10	The batch plant ticket number from where the sample was collected	87428
Concrete batch plant		The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collected	Concrete truck	Where the material sample would have been placed if not sampled
From Lot No.		Bag Lot No.

DIME Sample ID: 2023-05-31-88

DIME Test ID: 2023-05-31-88-4

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: 2023-12-06

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: 06/28/2023

Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap

Average diameter of cylinder 1: 6.00 in

Average diameter of cylinder 2: 6.00 in

Maximum load on cylinder 1: 139170 lb

Maximum load on cylinder 2: 139590 lb

Type of fracture pattern of cylinder 1: 2

Type of fracture pattern of cylinder 2: 2

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

Correction factor for cylinder 1: 1.00

Correction factor for cylinder 2: 1.00

Age of specimen: 28 days

Age of specimen in hours: 0 hours

Cross sectional area of cylinder 1: 28.27 in^2

Cross sectional area of cylinder 2: 28.27 in^2

Compressive strength (to nearest 10 psi): 4930 psi

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

Test was verified on 12/6/2023 ✔