DIME - Test Summary

Summary for Test 2020-12-05-10-1

Test performed: CTM 524-March 2013

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	12/05/2020	Sample Unique Key	10
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	12/06/2020
Sample type	Quality Assurance	A brief description of the sample	Concrete beams
The quantity of what the sample constitutes	2	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	TE	Telephone number of sampler	19512323818
Laboratory sample identification	21A 21B	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	Julius E

Material Type	Concrete	The concrete mix design number	LB0600AB
The truck number from where the sample was collected	CHUTE	The batch plant ticket number from where the sample was collected	5869481
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: 2020-12-05-10

DIME Test ID: 2020-12-05-10-1

Testing Lab: CT D08 - Barstow Field Laboratory 1

Test Method: CTM 524-March 2013: Method of Test for Flexural Strength Of Rapid Strength Concrete

Test Release Date: 2021-12-08

Number of specimens: 2

Does the testing machine measure load or stress on the beam specimen?: Load

Fracture initiates in the tension surface: Within the Middle Third of the Span Length

Fracture occurred at a capped section: No

Is a beam dimensional correction factor used?: No

Input Type: Calculated

Tester's full name: Larry Francisco

Date of test: 12/15/2020

Identification number: 21A B

Width of specimen: 6.0625 inch

Width of specimen 2: 5.875 inch

Depth of specimen: 6.0625 inch

Depth of specimen 2: 6.0625 inch

Span length of specimen: 18 inch

Span length of specimen 2: 18 inch

Maximum load applied: 4225 lb

Maximum load applied 2: 3845 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, including numbers of beams discarded during test: no

Age of specimen: 10 days

Age of specimen in hours: no data

Modulus of rupture: 360 psi

Modulus of rupture 2: 340 psi

Modulus of rupture average: 350 psi

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

Test was verified on 12/8/2021 ✔