Test 2019-05-07-2-1 (ASTM C39-17a) Summary

Project Information
Project IdentifiersProject ID: 212993
DEA: 033F5304
EFIS: 0313000135
DIST-CO-RTE-PM03-ED-50-67.3
Work DescriptionECHO SUMMIT BRIDGE IS A 24-FT WIDE, THREE-SPAN, REINFORCED CONCRETE GIRDER BRIDGE
Location DescriptionEL DORADO COUNTY NEAR MEYERS AT ECHO SUMMIT SIDEHILL VIADUCT
Sample Information
Sample Taken Date5/7/2019 Sample Unique Key2
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 testing5/7/2019
Sample typeAcceptance A brief description of the sample3x6 cylinder
The quantity of what the sample constitutes3 cylinders From where was the sample collectedFabricator
First name of sampler or witnessed byDYLAN Last name of sampler or witnessed byLarose
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameRMA Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifierUnknown
Structure nameUnknown
Material Information
Material TypeConcrete The concrete mix design numberJS1212
The truck number from where the sample was collectedUnknown The batch plant ticket number from where the sample was collected0000000000
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedFabricator Where the material sample would have been placed if not sampledUnknown
From Lot No.Unknown Bag Lot No.Unknown
Test Details
DIME Sample ID: 2019-05-07-2
DIME Test ID: 2019-05-07-2-1
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: 2019-05-07
Test Results

Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: LMC
Date of test: 05/07/2019
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 3.01 in
Average diameter of cylinder 2: 3.01 in
Average diameter of cylinder 3: 3.01 in
Maximum load on cylinder 1: 61613 lb
Maximum load on cylinder 2: 69984 lb
Maximum load on cylinder 3: 67416 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
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: no data
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 7.12 in^2
Cross sectional area of cylinder 2: 7.12 in^2
Cross sectional area of cylinder 3: 7.12 in^2
Compressive strength of cylinder 1: 8653.5 psi
Compressive strength of cylinder 2: 9829.2 psi
Compressive strength of cylinder 3: 9468.5 psi
Compressive strength (to nearest 10 psi):9320 psi
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Partner Data Point File
Test graph for Cylinder Code 1 of 3

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

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

Test was verified on 05/07/2019