DIME - Test Summary

Summary for Test 2020-07-27-27-1

Test performed: CTM 523-July 2012

Project Identifiers	Project ID: 214466 DEA: 081F1414 EFIS: 0815000231
DIST-CO-RTE-PM	08-RIV-15-15-54.2/54.3
Award Date	01/02/2020
Closeout Date	05/26/2022
Work Description	Slab & lane replacement with JPCP & precast conc pavement, place HMA.
Location Description	Riverside and San Diego County
QA Service Level	1 (Verified on 03/20/2020)

Sample Taken Date	07/27/2020	Sample Unique Key	27
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	07/28/2020
Sample type	Department Acceptance	A brief description of the sample	Concrete beams
The quantity of what the sample constitutes	4 Beams	From where was the sample collected	Job Site
First name of sampler or witnessed by	Kevin	Last name of sampler or witnessed by	Oluoha
Title of sampler		Telephone number of sampler
Laboratory sample identification	1A1, 1A2, 1B1, 1B2	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Rainbow, Temecula	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	G3-20-PCC-214
The truck number from where the sample was collected		The batch plant ticket number from where the sample was collected	TT1
Concrete batch plant		The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collected	On Job Site at Concrete Truck	Where the material sample would have been placed if not sampled
From Lot No.		Bag Lot No.

DIME Sample ID: 2020-07-27-27

DIME Test ID: 2020-07-27-27-1

Testing Lab: CT D08 - Fontana Field Testing Laboratory

Test Method: CTM 523-July 2012: Method of Test for Flexural Strength of Concrete

Test Release Date: 2020-08-13

What test method is being used?: Third-Point Loading

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

Lab procedure used: Method B

Input Type: Calculated

Tester's full name: E. Jabbour, M. Sarder

Date of test: 08/06/2020

Identification number: 1A1

Width of specimen: 6 inch

Depth of specimen: 6.0625 inch

Span length of specimen: 18 inch

Maximum load applied: 6015 lb

Curing history and apparent moisture condition of the specimen: Sand pit

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

Defects in specimen: None

Age of specimen: 10 days

Modulus of rupture: 520 psi

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

Test was verified on 8/13/2020 ✔