Test 2021-01-13-31-1 (ASTM C39-17a) Summary

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Project Information
Project IdentifiersProject ID: 214579
DEA: 010B0904
EFIS: 0100020444
Sample Information
Sample Taken Date1/13/2021 Sample Unique Key31
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 testing1/15/2021
Sample typeQuality Control A brief description of the sampleStructure Concrete
The quantity of what the sample constitutes23 CY From where was the sample collectedJob Site
First name of sampler or witnessed byDavid Last name of sampler or witnessed byGonzaelz
Title of samplerField QC Manager Laboratory sample identificationC7620A-D
The fabricator/manufacturer/facility nameTidewater Contractors Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure namePanther Creek Temp Bridge
Material Information
Material TypeConcrete The concrete mix design number3-4_CIDH-TEMP
The truck number from where the sample was collected55954 The batch plant ticket number from where the sample was collected109
Concrete batch plantTidewater Contractor The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedAbutment no. 2 - Right Pile Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.
Test Details
DIME Sample ID: 2021-01-13-31
DIME Test ID: 2021-01-13-31-1
Testing Lab: Golden State Bridge, Inc
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2021-02-18
Test Results

Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Joe Aufdermaur
Date of test: 02/10/2021
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 191640 lb
Maximum load on cylinder 2: 199420 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 3
Comment on any defect in either specimen or caps (Max 250 Characters): Samples C7620B & C7620C
Correction factor for cylinder 1: 1
Correction factor for cylinder 2: 1
Age of specimen: 27 days
Age of specimen in hours: no data
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):6920 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 02/18/2021