DIME - Test Summary

Summary for Test 2021-11-10-64-1

Test performed: CTM 521-June 2020

Project Identifiers	Project ID: 215236 DEA: 081C6804 EFIS: 0812000343
DIST-CO-RTE-PM	08-RIV-74,79and371-Varies
Award Date	12/29/2020
Closeout Date	Not set
Work Description	REPLACE STRUCTURAL CONCRETE BRIDGE, RETAINING WALL AND BOX CULVERT.
Location Description	RIVERSIDE COUNTY AT VARIOUS LOCATIONS
QA Service Level	1 (Verified on 03/02/2021)

Sample Taken Date	11/10/2021	Sample Unique Key	64
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	11/10/2021
Sample type	Quality Control	A brief description of the sample	PCC
The quantity of what the sample constitutes	2 cylinders	From where was the sample collected	Job Site
First name of sampler or witnessed by	Randy	Last name of sampler or witnessed by	Black
Title of sampler		Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Cemex Perris	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	91-36-0040
The truck number from where the sample was collected	10067312	The batch plant ticket number from where the sample was collected	29948322
Concrete batch plant		The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collected	Leach Canyon Abutment 1 Walls	Where the material sample would have been placed if not sampled
From Lot No.		Bag Lot No.

DIME Sample ID: 2021-11-10-64

DIME Test ID: 2021-11-10-64-1

Testing Lab: Sequoia Consultants

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

Test Release Date: 2022-07-14

Unit system used?: US Units

Number of specimens: 1

Test performed: With no density determined

Input Type: Calculated

Tester's full name: Jesse Uranga

Date of test: 12/08/2021

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

Average diameter of cylinder 1: 6.00 in

Maximum load on cylinder 1: 128950 lb

Type of fracture pattern of cylinder 1: 3

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

Correction factor for cylinder 1: 1

Age of specimen: 28 days

Age of specimen in hours: 0 hours

Compressive strength of cylinder (to nearest 10 psi): 4750 psi

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

Test was verified on 7/14/2022 ✔