Summary for Test 2020-06-18-6-1

Test performed: ASTM C39-17a

Project Information

Project IdentifiersProject ID: 214449
DEA: 030H3414
EFIS: 0317000152
DIST-CO-RTE-PM03-ED-50-R28.5/R29.1,R31.2
Award Date12/09/2019
Closeout Date07/06/2021
Work DescriptionREPLACE BRIDGE, RESTORE CULVERTS, AND ADD HIGHWAY PLANTING.
Location DescriptionEL DORADO COUNTY NEAR POLLOCK PINES FROM 0.3 MILE WEST TO 0.3 MILE EAST OF RIDGEWAY DRIVE UNDERCROSSING AND AT 0.1 MILE WEST OF SLY PARK ROAD UNDERCROSSING
QA Service Level1 (Verified on 10/23/2019)

Sample Information

Sample Taken Date06/18/2020 Sample Unique Key6
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 testing06/22/2020
Sample typeQuality Assurance A brief description of the sample6x12 concrete cylinders
The quantity of what the sample constitutestwo cylinders From where was the sample collectedJob Site
First name of sampler or witnessed byl Last name of sampler or witnessed byvoznynr
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameCollected at jobsite Transportation Laboratory (TL) Number174008
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeConcrete The concrete mix design numberCT072CR5WA
The truck number from where the sample was collectedUnknown The batch plant ticket number from where the sample was collected0000000000000
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedend diaphram Where the material sample would have been placed if not sampledUnknown
From Lot No.Unknown Bag Lot No.Unknown

Test Details

DIME Sample ID: 2020-06-18-6
DIME Test ID: 2020-06-18-6-1
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: 2020-07-16

Test Results


Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: PM
Date of test: 07/16/2020
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.03 in
Average diameter of cylinder 2: 6.03 in
Maximum load on cylinder 1: 105721 lbf
Maximum load on cylinder 2: 113560 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: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.56 in^2
Cross sectional area of cylinder 2: 28.56 in^2
Compressive strength of cylinder 1: 3702.0 psi
Compressive strength of cylinder 2: 3977.0 psi
Compressive strength (to nearest 10 psi): 3840 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 7/16/2020