Test 2021-08-26-15-1 (ASTM C39-17a) Summary

Project Information
Project IdentifiersProject ID: 212244
DEA: 044G8404
EFIS: 0413000051
DIST-CO-RTE-PM04-NAP-128-20.1/20.4
Work DescriptionREPLACE CAPELL CREEK BRIDGE
Location DescriptionNAPA COUNTY ABOUT 15 MILES EAST OF RUTHERFORD FROM 1.1 MILES EAST OF KNOXVILLE ROAD TO 0.3 MILE WEST OF CAPELL VALLEY CREST
Sample Information
Sample Taken Date8/26/2021 Sample Unique Key15
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 testing8/30/2021
Sample typeQuality Assurance A brief description of the sample4x8 concrete cylinders
The quantity of what the sample constitutes3 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 identifier21-0116
Structure nameSteel Plate Joint at Abutment 1
Material Information
Material TypeConcrete The concrete mix design number7540SCC
The truck number from where the sample was collected128 The batch plant ticket number from where the sample was collected169199
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 the truck Load 1 Where the material sample would have been placed if not sampledSteel Plate Joint
From Lot No. Bag Lot No.
Test Details
DIME Sample ID: 2021-08-26-15
DIME Test ID: 2021-08-26-15-1
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2021-09-02
Test Results

Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: SA
Date of test: 09/02/2021
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 4.03 in
Average diameter of cylinder 2: 4.03 in
Average diameter of cylinder 3: 4.03 in
Maximum load on cylinder 1: 75380 lbf
Maximum load on cylinder 2: 56917 lbf
Maximum load on cylinder 3: 75737 lbf
Type of fracture pattern of cylinder 1: 4
Type of fracture pattern of cylinder 2: 4
Type of fracture pattern of cylinder 3: 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
Correction factor for cylinder 3: 1
Age of specimen: 7 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 12.76 in^2
Cross sectional area of cylinder 2: 12.76 in^2
Cross sectional area of cylinder 3: 12.76 in^2
Compressive strength of cylinder 1: 5910.0 psi
Compressive strength of cylinder 2: 4462.0 psi
Compressive strength of cylinder 3: 5938 psi
Compressive strength (to nearest 10 psi):5440 psi
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Bluehill Data Point File
Test graph for Cylinder Code 1 of 3

Source: Bluehill Data Point File
Test graph for Cylinder Code 2 of 3

Source: Bluehill Data Point File
Test graph for Cylinder Code 3 of 3

Test was verified on 09/02/2021