DIME - Test Summary

Summary for Test 2023-01-07-8-1

Test performed: ASTM C293-10

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	01/07/2023	Sample Unique Key	8
Date that the sample was received by the laboratory/organization performing the testing	01/08/2023	Sample type	Quality Assurance
A brief description of the sample	cast concrete beams	The quantity of what the sample constitutes	3
From where was the sample collected	Job Site	First name of sampler or witnessed by	julian
Last name of sampler or witnessed by	Carmora	Title of sampler	C3
Telephone number of sampler		Laboratory sample identification	set 1 A B C
Linked DIME Sample ID		The fabricator/manufacturer/facility name	LANEsecurity paving
Transportation Laboratory (TL) Number		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	G3-21-PRS-238R
The truck number from where the sample was collected		The batch plant ticket number from where the sample was collected	na
Concrete batch plant		The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collected	AT THE JOBSITE	Where the material sample would have been placed if not sampled
From Lot No.		Bag Lot No.

DIME Sample ID: 2023-01-07-8

DIME Test ID: 2023-01-07-8-1

Testing Lab: CT D08 - Barstow Field Laboratory 1

Test Method: ASTM C293-10: Standard Test Method for Flexural Strength of Concrete (Using Simple Beam With Center-Point Loading)

Test Release Date: 2023-01-18

Unit system used?: US Units

Input Type: Measured

Tester's full name: Julius E/ tony

Date of test: 01/17/2023

Identification number: set 1(A)

Width of specimen: 6.125 inch

Depth of specimen: 6.125 inch

Span length of specimen: 18 inch

Maximum load applied: 9125 lb

Curing history and apparent moisture condition of the specimen: CURING ROOM

If specimen was capped, ground or if leather shims were used: NO

Defects in specimen: NO

Age of specimen: 10 days

Modulus of rupture: 1070 psi

General comments (publicly viewable) (Max 1000 characters): AVE 660 FOR 650 PSI @10 DAYS

Test was verified on 1/18/2023 ✔