Test 2018-02-23-3-4 (ASTM C39-17a) Summary

Project Information
Project IdentifiersProject ID: 211931
DEA: 043G6414
EFIS: 0416000348
DIST-CO-RTE-PM04-NAP-29-37.0
Work DescriptionSCOUR REPLACE BRIDGE
Location DescriptionNAPA COUNTY IN CALISTOGA AT NAPA RIVER BRIDGE
Sample Information
Sample Taken Date2/23/2018 Sample Unique Key3
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 testing2/26/2018
Sample typeAcceptance A brief description of the sample6x12 concrete cylinders
The quantity of what the sample constitutes36 CY From where was the sample collectedJob Site
First name of sampler or witnessed byChris Last name of sampler or witnessed byMoultan
Title of samplerte Laboratory sample identificationUnknown
The fabricator/manufacturer/facility nameUnknown Transportation Laboratory (TL) Number209662
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierUnknown
Structure nameUnknown
Material Information
Material TypeConcrete The concrete mix design numberUnknown
The truck number from where the sample was collectedUnknown The batch plant ticket number from where the sample was collectedUnknown
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleCompressive Strength
A detailed description of where the material sample was collectedRevolving 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: 2018-02-23-3
DIME Test ID: 2018-02-23-3-4
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: 2018-04-06
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
Date of test: 04/06/2018
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.99 in
Average diameter of cylinder 2: 5.98 in
Maximum load on cylinder 1: 167968 lb
Maximum load on cylinder 2: 165186 lb
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: 42 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.18 in^2
Cross sectional area of cylinder 2: 28.09 in^2
Compressive strength of cylinder 1: 5960.5 psi
Compressive strength of cylinder 2: 5880.6 psi
Compressive strength (to nearest 10 psi):5920 psi
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Partner Data Point File
Test graph for Cylinder Code 1 of 2

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

Test was verified on 04/06/2018