DIME - Test Summary

Summary for Test 2022-01-31-28-5

Test performed: ASTM C39-18

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	01/31/2022	Sample Unique Key	28
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	02/01/2022
Sample type	Quality Control	A brief description of the sample	Concrete
The quantity of what the sample constitutes	28 cy	From where was the sample collected	Fabricator
First name of sampler or witnessed by	Augusto	Last name of sampler or witnessed by	Rios
Title of sampler		Telephone number of sampler
Laboratory sample identification	017	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Coreslab Structures L.A., Inc.	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	212
The truck number from where the sample was collected		The batch plant ticket number from where the sample was collected	82531-82532
Concrete batch plant		The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collected	Front Discharge RMT at Bed 9	Where the material sample would have been placed if not sampled
From Lot No.		Bag Lot No.

DIME Sample ID: 2022-01-31-28

DIME Test ID: 2022-01-31-28-5

Testing Lab: Coreslab

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

Test Release Date: 2022-02-07

Unit system used?: US Units

Number of specimens: 2

Test performed: With no density determined

Input Type: Calculated

Tester's full name: Augusto Rios, Jr.

Date of test: 02/01/2022

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: 138744 lb

Maximum load on cylinder 2: 145794 lb

Type of fracture pattern of cylinder 1: 3

Type of fracture pattern of cylinder 2: 3

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: 0 days

Age of specimen in hours: 17 hours

Cross sectional area of cylinder 1: 28.2 in^2

Cross sectional area of cylinder 2: 28.2 in^2

Compressive strength (to nearest 10 psi): 5050 psi

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

Test was verified on 2/7/2022 ✔