Test 2019-08-28-15-1 (CTM 523-July 2012) Summary

Project Information
Project IdentifiersProject ID: 213551
DEA: 080K2934
EFIS: 0812000100
DIST-CO-RTE-PM08-SBD-10-R36.8/R39.2
Work DescriptionPAVEMENT REHABILITATION AND CONTINUOUSLY REINFORCED CONCRETE PAVEMENT
Location DescriptionSAN BERNARDINO COUNTY IN YUCAIPA FROM 0.2 MILE WEST OF LIVE OAK CANYON ROAD TO COUNTY LINE ROAD UNDERCROSSING
Sample Information
Sample Taken Date8/28/2019 Sample Unique Key15
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 testing8/29/2019
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 byANH Last name of sampler or witnessed byNguyen
Title of sampler Laboratory sample identification3A1, 3A2, 3B1, 3B2
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 number1810-2
The truck number from where the sample was collectedUnknown The batch plant ticket number from where the sample was collectedTT1
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
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 sampledUnknown
From Lot No.Unknown Bag Lot No.Unknown
Test Details
DIME Sample ID: 2019-08-28-15
DIME Test ID: 2019-08-28-15-1
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: 2019-09-12
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: A. ALZUBI, D. TRAN
Date of test: 09/09/2019
Identification number: 3A1
Width of specimen: 5.9375 inch
Depth of specimen: 6.0625 inch
Span length of specimen: 18 inch
Maximum load applied: 6519 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: NO
Age of specimen: 13 days
Modulus of rupture:no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 09/12/2019