DIME - Test Summary

Summary for Test 2021-05-20-37-1

Test performed: ASTM C39-18

Project Identifiers	Project ID: 214909 DEA: 120N8604 EFIS: 1214000123
DIST-CO-RTE-PM	12-ORA-73-23.7/24.1
Award Date	06/25/2020
Closeout Date	01/09/2023
Work Description	REPLACE STRUCTURAL CONCRETE BRIDGE & RETAINING WALL; & PLACE HMA.
Location Description	ORANGE COUNTY IN NEWPORT BEACH FROM 0.3 MILE NORTH OF BISON AVENUE TO 0.3 MILE SOUTH OF UNIVERSITY DRIVE
QA Service Level	1 (Verified on 07/21/2020)

Sample Taken Date	05/20/2021	Sample Unique Key	37
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	05/21/2021
Sample type	Quality Control	A brief description of the sample	CIP
The quantity of what the sample constitutes	Between 0-100 CY	From where was the sample collected	Job Site
First name of sampler or witnessed by	Jerrod	Last name of sampler or witnessed by	Williams
Title of sampler		Telephone number of sampler	7149746316
Laboratory sample identification	C052021-100	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Robertson's	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	SC675B38
The truck number from where the sample was collected	1732	The batch plant ticket number from where the sample was collected	6136684
Concrete batch plant		The fabricator/manufacturer designation for the sample	SC675B38
A detailed description of where the material sample was collected	Jobsite	Where the material sample would have been placed if not sampled
From Lot No.		Bag Lot No.

DIME Sample ID: 2021-05-20-37

DIME Test ID: 2021-05-20-37-1

Testing Lab: Sequoia Consultants

Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens

Test Release Date: 2022-02-18

Unit system used?: US Units

Number of specimens: 2

Test performed: With no density determined

Input Type: Calculated

Tester's full name: Clay Morris

Date of test: 06/17/2021

Average diameter of cylinder 1: 6.00 in

Average diameter of cylinder 2: 6.00 in

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

Maximum load on cylinder 1: 120510 lb

Maximum load on cylinder 2: 120510 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

Correction factor for cylinder 2: 1

Age of specimen: 28 days

Age of specimen in hours: 0 hours

Cross sectional area of cylinder 1: 28.27 in^2

Cross sectional area of cylinder 2: 28.27 in^2

Compressive strength (to nearest 10 psi): 4160 psi

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

Test was verified on 2/18/2022 ✔