DIME - Test Summary

Summary for Test 2022-12-08-12-1

Test performed: ASTM C39-10

Project Identifiers	Project ID: 212112 DEA: 080C2514 EFIS: 0816000076 COOP: 081645
DIST-CO-RTE-PM	08-SBD-10-0.0/13.2
Award Date	06/06/2018
Closeout Date	Not set
Work Description	Design-Build of I-10 Corridor Contract 1 - Adding 2 new Express Lanes
Location Description	LA/SBD County Line to PM 13.2 near I-15
QA Service Level	1 (Verified on 10/16/2019)

Sample Taken Date	12/08/2022	Sample Unique Key	12
Date that the sample was received by the laboratory/organization performing the testing	12/09/2022	Sample type	Quality Assurance
A brief description of the sample	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	Alberto
Last name of sampler or witnessed by	Pineda-Gonzalez	Title of sampler	QA Inspector
Telephone number of sampler		Laboratory sample identification	1015-128
Linked DIME Sample ID		The fabricator/manufacturer/facility name	Lane Security Joint Venture
Transportation Laboratory (TL) Number	1015-128	Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier		Structure name
Bid Item	Not set

Material Type	Concrete	The concrete mix design number	1610887
The truck number from where the sample was collected	10076271	The batch plant ticket number from where the sample was collected	30564522
Concrete batch plant		The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collected	Euclid Ave Deck Span 1 LOAD 8	Where the material sample would have been placed if not sampled
From Lot No.		Bag Lot No.

DIME Sample ID: 2022-12-08-12

DIME Test ID: 2022-12-08-12-1

Testing Lab: CT D08 - Fontana Southern Regional Laboratory

Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens

Test Release Date: 2023-02-09

Unit system used?: US Units

Number of specimens: 2

Test performed: With no density determined

Input Type: Measured

Tester's full name: Matthew Clayton

Date of test: 01/05/2023

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

Average diameter of cylinder 1: 6.00 in

Average diameter of cylinder 2: 6.00 in

Maximum load on cylinder 1: 172990 lb

Maximum load on cylinder 2: 181290 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: 1.00

Correction factor for cylinder 2: 1.00

Age of specimen: 28 days

Cross sectional area of cylinder 1: 28.27 in^2

Cross sectional area of cylinder 2: 28.27 in^2

Compressive strength of cylinder 1: 6119.2 psi

Compressive strength of cylinder 2: 6412.8 psi

Compressive strength (to nearest 10 psi): 6270 psi

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

Test was verified on 2/9/2023 ✔