Test 2020-10-07-5-1 (ASTM C39-10) Summary

Project Information
Project IdentifiersProject ID: 213702
DEA: 041G4304
EFIS: 0412000126
Sample Information
Sample Taken Date10/7/2020 Sample Unique Key5
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 testing10/12/2020
Sample typeQuality Assurance A brief description of the sample6x12 concrete cylinders
The quantity of what the sample constitutes2 Cylinders From where was the sample collectedJob Site
First name of sampler or witnessed byNANA Last name of sampler or witnessed byBudu
Title of samplerUnknown Laboratory sample identificationUnknown
The fabricator/manufacturer/facility nameHarold Smith and Sons Transportation Laboratory (TL) Number28 - Napa
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifier21-0115
Structure nameConn Creek Bridge Stage 2 Deck Pour
Material Information
Material TypeConcrete The concrete mix design numberCT1 15
The truck number from where the sample was collected128 The batch plant ticket number from where the sample was collected164179
Concrete batch plantHarold Smith and Sons The fabricator/manufacturer designation for the sampleHarold Smith
A detailed description of where the material sample was collectedBack of 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: 2020-10-07-5
DIME Test ID: 2020-10-07-5-1
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2020-10-14
Test Results

Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: LMC / SA
Date of test: 10/14/2020
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.97 in
Average diameter of cylinder 2: 5.98 in
Maximum load on cylinder 1: 129257 lbf
Maximum load on cylinder 2: 131566 lbf
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
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: 7 days
Cross sectional area of cylinder 1: 27.99 in^2
Cross sectional area of cylinder 2: 28.09 in^2
Compressive strength of cylinder 1: 4618.0 psi
Compressive strength of cylinder 2: 4684.0 psi
Compressive strength (to nearest 10 psi):4650 psi
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Bluehill Data Point File
Test graph for Cylinder Code 1 of 2

Source: Bluehill Data Point File
Test graph for Cylinder Code 2 of 2

Test was verified on 10/14/2020