Test 2021-02-03-37-1 (ASTM C39-18) Summary

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Project Information
Project IdentifiersProject ID: 214579
DEA: 010B0904
EFIS: 0100020444
DIST-CO-RTE-PM01-DN-101-8.2/8.7
Work DescriptionBRIDGE REPLACEMENT
Location DescriptionDEL NORTE COUNTY NEAR KLAMATH AT PANTHER CREEK BRIDGE AND AT HUNTER CREEK BRIDGE
Sample Information
Sample Taken Date2/3/2021 Sample Unique Key37
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 testing2/4/2021
Sample typeQuality Control A brief description of the sampleStructure Concrete
The quantity of what the sample constitutes3 CY From where was the sample collectedJob Site
First name of sampler or witnessed byJoe Last name of sampler or witnessed byAufdermauer
Title of samplerField QC Manager Laboratory sample identificationC7640A-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 numberC2 NA Temp
The truck number from where the sample was collected109 The batch plant ticket number from where the sample was collected3267
Concrete batch plantTidewater Contractor The fabricator/manufacturer designation for the sample
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: 2021-02-03-37
DIME Test ID: 2021-02-03-37-1
Testing Lab: Golden State Bridge, Inc
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2021-03-15
Test Results

Unit system used?: US Units
Number of specimens: 1
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Kyle Bommarito
Date of test: 03/03/2021
Average diameter of cylinder 1: 6.00 in
Capped in accordance with?: ASTM C617/CTM521
Maximum load on cylinder 1: 200700 lb
Type of fracture pattern of cylinder 1: 1
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1
Age of specimen: 27 days
Age of specimen in hours: 0 hours
Compressive strength of cylinder (to nearest 10 psi):6940 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 03/15/2021