Test 2020-07-28-33-2 (CTM 523-July 2012) Summary

Project Information
Project IdentifiersProject ID: 214466
DEA: 081F1414
EFIS: 0815000231
DIST-CO-RTE-PM08-RIV-15-15-54.2/54.3
Work DescriptionSlab & lane replacement with JPCP & precast conc pavement, place HMA.
Location DescriptionRiverside and San Diego County
Sample Information
Sample Taken Date7/28/2020 Sample Unique Key33
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 testing7/29/2020
Sample typeAcceptance A brief description of the sampleConcrete beams
The quantity of what the sample constitutes4 Beams From where was the sample collectedJob Site
First name of sampler or witnessed byKevin Last name of sampler or witnessed byOluoha
Title of sampler Laboratory sample identification2A1, 2A2, 2B1, 2B2
The fabricator/manufacturer/facility nameRainbow, Temecula 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 numberG3-20-PCC-214
The truck number from where the sample was collected The batch plant ticket number from where the sample was collectedTT1
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: 2020-07-28-33
DIME Test ID: 2020-07-28-33-2
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: 2020-08-13
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: E. Jabbour, M. Warde
Date of test: 08/07/2020
Identification number: 2A2
Width of specimen: 5.9375 inch
Depth of specimen: 6.0625 inch
Span length of specimen: 18 inch
Maximum load applied: 6425 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:560 psi
General comments (publicly viewable) (Max 250 characters):

Test was verified on 08/13/2020