DIME - Test Summary

Summary for Test 2023-06-15-68-2

Test performed: CTM 521-June 2020

Project Identifiers	Project ID: 214663 DEA: 081F7304 EFIS: 0815000034
DIST-CO-RTE-PM	08-SBD-215-2.7
Award Date	Not set
Closeout Date	Not set
Work Description	REPLACE CONCRETE BRIDGE, PLACE CONCRETE PCPS GIRDERS AND HMA.
Location Description	SAN BERNARDINO COUNTY IN COLTON AT WASHINGTON STREET OVERCROSSING
QA Service Level	1 (Verified on 02/24/2021)

Sample Taken Date	06/15/2023	Sample Unique Key	68
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	06/16/2023
Sample type	Quality Control	A brief description of the sample	6x12 concrete cylinders
The quantity of what the sample constitutes	6	From where was the sample collected	Job Site
First name of sampler or witnessed by	Ruben	Last name of sampler or witnessed by	Lopez
Title of sampler	QC Field Technician	Telephone number of sampler
Laboratory sample identification	Set 3	Linked DIME Sample ID	Unknown
The fabricator/manufacturer/facility name	Job site	Transportation Laboratory (TL) Number	Unknown
Inspector Lot Number from the Transportation Laboratory (TL) Form	Unknown	Structure unique identifier	00-0000
Structure name

Material Type	Concrete	The concrete mix design number	1610974
The truck number from where the sample was collected		The batch plant ticket number from where the sample was collected	0
Concrete batch plant		The fabricator/manufacturer designation for the sample	Set 3
A detailed description of where the material sample was collected	Unknown	Where the material sample would have been placed if not sampled
From Lot No.		Bag Lot No.

DIME Sample ID: 2023-06-15-68

DIME Test ID: 2023-06-15-68-2

Testing Lab: G3 Quality, Incorporated - Cerritos

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

Test Release Date: 2023-08-22

Unit system used?: US Units

Number of specimens: 2

Test performed: With no density determined

Input Type: Calculated

Tester's full name: Paul Salazar

Date of test: 07/13/2023

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: 164350 lb

Maximum load on cylinder 2: 162410 lb

Type of fracture pattern of cylinder 1: 5

Type of fracture pattern of cylinder 2: 5

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): 5780 psi

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

Test was verified on 8/22/2023 ✔