DIME - Test Summary

Summary for Test 2020-07-10-40-4

Test performed: ASTM C293-10

Project Identifiers	Project ID: 213970 DEA: 080K1214 EFIS: 0815000245
DIST-CO-RTE-PM	08-SBD-15-12.5/14.8
Award Date	12/23/2019
Closeout Date	01/18/2022
Work Description	REPLACE PCC PAVEMENT WITH JPCP AND PRECAST JOINTED CONCRETE PAVEMENT.
Location Description	SAN BERNARDINO COUNTY IN FONTANA AND NEAR DEVORE FROM 0.3 MILE SOUTH OF SIERRA AVENUE UNDERCROSSING TO GLEN HELEN PARKWAY UNDERCROSSING
QA Service Level	1 (Verified on 12/12/2019)

Sample Taken Date	07/10/2020	Sample Unique Key	40
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	07/11/2020
Sample type	Quality Assurance	A brief description of the sample	Concrete beams
The quantity of what the sample constitutes	4	From where was the sample collected	Job Site
First name of sampler or witnessed by	Julius	Last name of sampler or witnessed by	E
Title of sampler	TET	Telephone number of sampler
Laboratory sample identification	9A 9B 9C 9D	Linked DIME Sample ID
The fabricator/manufacturer/facility name	robertsons	Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier
Structure name	I15 LANE NO 4AT STA 73350

Material Type	Concrete	The concrete mix design number	1605760
The truck number from where the sample was collected	CHUTE	The batch plant ticket number from where the sample was collected	29108516
Concrete batch plant		The fabricator/manufacturer designation for the sample	Robertsons Batch Plant Lucerne
A detailed description of where the material sample was collected	Back of Truck	Where the material sample would have been placed if not sampled
From Lot No.		Bag Lot No.

DIME Sample ID: 2020-07-10-40

DIME Test ID: 2020-07-10-40-4

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: 2021-11-29

Unit system used?: US Units

Input Type: Calculated

Tester's full name: RAMY M

Date of test: 08/07/2020

Identification number: 9D

Width of specimen: 6.125 inch

Depth of specimen: 6.0625 inch

Span length of specimen: 18 inch

Maximum load applied: 8250 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: 28 days

Modulus of rupture: 690 psi

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

Test was verified on 11/29/2021 ✔