Summary for Test 2022-02-08-34-7

Test performed: CTM 523-July 2012

Project Information

Project IdentifiersProject ID: 213707
DEA: 081C38U4
EFIS: 0817000196
Award Date11/26/2019
Closeout Date11/01/2023
Work DescriptionRemove concrete pavement and base, and place HMA and JPCP
QA Service Level1 (Verified on 01/09/2020)

Sample Information

Sample Taken Date02/08/2022 Sample Unique Key34
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 testing02/09/2022
Sample typeQuality Assurance A brief description of the sampleJPCP beams
The quantity of what the sample constitutes4 Beams From where was the sample collectedJob Site
First name of sampler or witnessed byFernando/ Ruben Last name of sampler or witnessed byCarranza/ Lopez
Title of sampler Telephone number of sampler2132384209
Laboratory sample identification169JA1,169JA2, 169JB1, 169JB2 Linked DIME Sample ID
The fabricator/manufacturer/facility nameCoffman Specialties, Inc Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeConcrete The concrete mix design number1906-2
The truck number from where the sample was collected The batch plant ticket number from where the sample was collectedTTI
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedOn Job Site at Concrete Truck Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2022-02-08-34
DIME Test ID: 2022-02-08-34-7
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: 2022-03-10

Test Results

What test method is being used?: Third-Point Loading
Fracture initiates in the tension surface: Outside of the Middle Third of the Span Length by No More Than 5 Percent
Lab procedure used: Method B
Input Type: Calculated
Tester's full name: R. Mekail, M. Haque
Date of test: 03/08/2022
Identification number: 169JB2
Width of specimen: 6.0625 inch
Depth of specimen: 6.125 inch
Span length of specimen: 18 inch
Maximum load applied: 8440 lb
Average distance from line of fracture to the nearest support: 4.5 inch
Curing history and apparent moisture condition of the specimen: per test method
If specimen was capped, ground or if leather shims were used: yes
Defects in specimen: no
Age of specimen: 28 days
Modulus of rupture: 0 psi
General comments (publicly viewable) (Max 1000 characters): Discarded

Test was verified on 3/10/2022