Test 2020-02-20-24-1 (ASTM C39-10) Summary

Project Information
Project IdentifiersProject ID: 214680
DEA: 030F2854
EFIS: 0319000205
DIST-CO-RTE-PM03-SAC-99-7.1/9.4
Work DescriptionConstruct the temporary bridge superstructures, adjacent paving and pave temporary alignment
Location DescriptionNot set
Sample Information
Sample Taken Date2/20/2020 Sample Unique Key24
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 testing2/21/2020
Sample typeQuality Control A brief description of the sample6"x12" Cylinders
The quantity of what the sample constitutes2 From where was the sample collectedSource
First name of sampler or witnessed byFerdinand Last name of sampler or witnessed byRosal
Title of samplerQC Technician Laboratory sample identification1B 2-20-20
The fabricator/manufacturer/facility nameCon-Fab California, LLC Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure nameVoided Slabs
Material Information
Material TypeConcrete The concrete mix design numberVER-80LV
The truck number from where the sample was collected4th The batch plant ticket number from where the sample was collected5036
Concrete batch plantBP3 The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedBed 2, 4th 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: 2020-02-20-24
DIME Test ID: 2020-02-20-24-1
Testing Lab: Con-Fab California Corporation - Lathrop
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2020-04-14
Test Results

Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Ferdinand Rosal
Date of test: 02/21/2020
Capped in accordance with?: ASTM C1231
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 126479 lb
Maximum load on cylinder 2: 124472 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1
Correction factor for cylinder 2: 1
Age of specimen: 1 days
Cross sectional area of cylinder 1:28.27 in^2
Cross sectional area of cylinder 2:28.27 in^2
Compressive strength (to nearest 10 psi):4470 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 04/14/2020