Summary for Test 2019-04-04-8-1

Test performed: ASTM C39-10

Project Information

Project IdentifiersProject ID: 212743
DEA: 030H26U4
EFIS: 0317000247
DIST-CO-RTE-PM03-PLA-65-R5.0/R6.6
Award Date02/14/2018
Closeout DateNot set
Work DescriptionNORTHBOUND WIDENING AND RAMP IMPROVEMENTS.
Location DescriptionPLACER COUNTY IN AND NEAR ROSEVILLE AND ROCKLIN FROM 0.1 MILE SOUTH OF EAST ROSEVILLE VIADUCT TO 0.5 MILE SOUTH OF PLEASANT GROVE BOULEVARD OVERCROSSING
QA Service Level1 (Verified on 12/18/2017)

Sample Information

Sample Taken Date04/04/2019 Sample Unique Key8
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 testing04/05/2019
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 byjimmer Last name of sampler or witnessed byross
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameJobsite Transportation Laboratory (TL) Number204267
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifierUnknown
Structure nameUnknown

Material Information

Material TypeConcrete The concrete mix design number1604381
The truck number from where the sample was collectedUnknown The batch plant ticket number from where the sample was collected000000000000
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedjob Where the material sample would have been placed if not sampledUnknown
From Lot No.Unknown Bag Lot No.Unknown

Test Details

DIME Sample ID: 2019-04-04-8
DIME Test ID: 2019-04-04-8-1
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: 2019-05-16

Test Results


Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Ruben Macias
Date of test: 05/16/2019
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 4.05 in
Average diameter of cylinder 2: 4.00 in
Average diameter of cylinder 3: 4.02 in
Maximum load on cylinder 1: 89073 lb
Maximum load on cylinder 2: 86264 lb
Maximum load on cylinder 3: 91337 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: 42 days
Cross sectional area of cylinder 1:12.87 in^2
Cross sectional area of cylinder 2:12.56 in^2
Cross sectional area of cylinder 3:12.68 in^2
Compressive strength (to nearest 10 psi):6990 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/16/2019