Test 2021-06-04-1-1 (ASTM C39-18) Summary

Project Information
Project IdentifiersProject ID: 215075
DEA: 060Q9104
EFIS: 0614000005
DIST-CO-RTE-PM06-TUL-99-19.2/19.8
Work DescriptionBRIDGE DECK AND OUTSIDE GIRDER REPLACEMENT.
Location DescriptionTULARE COUNTY NEAR TIPTON FROM 0.3 MILE SOUTH TO 0.3 MILE NORTH OF AVENUE 152 OVERCROSSING
Sample Information
Sample Taken Date6/4/2021 Sample Unique Key1
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 testing6/5/2021
Sample typeQuality Control A brief description of the samplePCC 6"x12" test cylinder
The quantity of what the sample constitutesOne girder From where was the sample collectedJob Site
First name of sampler or witnessed byRoberto Last name of sampler or witnessed byReyes
Title of samplerQC Technician Laboratory sample identification
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 name
Material Information
Material TypeConcrete The concrete mix design numberSCCS980F
The truck number from where the sample was collected The batch plant ticket number from where the sample was collected1291
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedCasting Bed 1 Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.
Test Details
DIME Sample ID: 2021-06-04-1
DIME Test ID: 2021-06-04-1-1
Testing Lab: Con-Fab California, LLC
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2021-06-08
Test Results

Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Roberto Reyes Perez
Date of test: 06/05/2021
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Maximum load on cylinder 1: 6816 lb
Maximum load on cylinder 2: 6909 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 3
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: 0 days
Age of specimen in hours: 17 hours
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):6860 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 06/08/2021