Summary for Test 2022-04-01-14-2

Test performed: CTM 523-July 2012

Project Information

Project IdentifiersProject ID: 213707
DEA: 081C38U4
EFIS: 0817000196
DIST-CO-RTE-PM08-RIV-10-6.7/R25.1
Award DateNot set
Closeout DateNot set
Work DescriptionRemove concrete pavement and base, and place HMA and JPCP
Location DescriptionROUTE 10/60 SEPARATION IN BEAUMONT TO ROUTE 10/111 SEPARATION NEAR CABAZON.
QA Service Level1 (Verified on 01/09/2020)

Sample Information

Sample Taken Date04/01/2022 Sample Unique Key14
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 testing04/02/2022
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 byJames/ Fernando Last name of sampler or witnessed byBurton/ Carranza
Title of sampler Telephone number of sampler2132384209
Laboratory sample identification46ISA1,46ISA2,46ISB1,46ISB2 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 number1906-31
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: 2022-04-01-14
DIME Test ID: 2022-04-01-14-2
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: 2022-04-07

Test Results


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: C. Ozuruigbo, R. Osoria
Date of test: 04/05/2022
Identification number: 46ISA2
Width of specimen: 5.9375 inch
Depth of specimen: 6.0625 inch
Span length of specimen: 18 inch
Maximum load applied: 6190 lb
Curing history and apparent moisture condition of the specimen: Curing room, Moist
If specimen was capped, ground or if leather shims were used: No
Defects in specimen: No
Age of specimen: 4 days
Modulus of rupture:540 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/7/2022