Test 2021-02-06-11-1 (ASTM C293-10) Summary

Project Information
Project IdentifiersProject ID: 213970
DEA: 080K1214
EFIS: 0815000245
DIST-CO-RTE-PM08-SBD-15-12.5/14.8
Work DescriptionREPLACE PCC PAVEMENT WITH JPCP AND PRECAST JOINTED CONCRETE PAVEMENT.
Location DescriptionSAN BERNARDINO COUNTY IN FONTANA AND NEAR DEVORE FROM 0.3 MILE SOUTH OF SIERRA AVENUE UNDERCROSSING TO GLEN HELEN PARKWAY UNDERCROSSING
Sample Information
Sample Taken Date2/6/2021 Sample Unique Key11
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 testing2/15/2021
Sample typeQuality Assurance A brief description of the sampleConcrete beams
The quantity of what the sample constitutes2 From where was the sample collectedJob Site
First name of sampler or witnessed bydavid Last name of sampler or witnessed bychen
Title of samplerTET Laboratory sample identification22A 22B
The fabricator/manufacturer/facility namerobertsons 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 number1553950
The truck number from where the sample was collectedCHUTE The batch plant ticket number from where the sample was collected2946192 TRUCK 831
Concrete batch plant The fabricator/manufacturer designation for the sampleRobertsons Batch Plant Lucerne
A detailed description of where the material sample was collectedBack of Truck Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.
Test Details
DIME Sample ID: 2021-02-06-11
DIME Test ID: 2021-02-06-11-1
Testing Lab: CT D08 - Barstow Field Testing Laboratory
Test Method: ASTM C293-10: Standard Test Method for Flexural Strength of Concrete (Using Simple Beam With Center-Point Loading)
Test Release Date: 2021-06-11
Test Results

Unit system used?: US Units
Input Type: Calculated
Tester's full name: Julius E
Date of test: 02/16/2021
Identification number: 22A
Width of specimen: 5.9375 inch
Depth of specimen: 6.125 inch
Span length of specimen: 18 inch
Maximum load applied: 8995 lb
Curing history and apparent moisture condition of the specimen: CURING ROOM
If specimen was capped, ground or if leather shims were used: NO
Defects in specimen: NO
Age of specimen: 10 days
Modulus of rupture:760 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 06/11/2021