Summary for Test 2014-11-17-3-1

Test performed: ASTM C39-10

Project Information

Project IdentifiersProject ID: 1095
DEA: 033797U4
EFIS: 0300020155
COOP: 030466
DIST-CO-RTE-PM03-SAC,SAC-80-R10.9/R11.7,M0.0/M10.4
Award Date07/29/2011
Closeout Date12/08/2017
Work DescriptionREPLACE PCCP, PLACE HMA, WIDEN BRIDGES AND CONSTRUCT SOUNDWALLS.
Location DescriptionYOLO AND SACRAMENTO COUNTIES IN AND NEAR WEST SACRAMENTO AND SACRAMENTO FROM ROUTE 80/84 SEPARATION TO WATT AVENUE OVERCROSSING
QA Service Level1 (Verified on 03/15/2012)

Sample Information

Sample Taken Date11/17/2014 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 testing11/18/2014
Sample typeQuality Control A brief description of the samplecylinders
The quantity of what the sample constitutes6 From where was the sample collectedOther
First name of sampler or witnessed bytoby Last name of sampler or witnessed byphillips
Title of samplerUnknown Telephone number of samplerUnknown
Laboratory sample identificationUnknown Linked DIME Sample ID0
The fabricator/manufacturer/facility namena Transportation Laboratory (TL) Number150920
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifierUnknown
Structure nameUnknown

Material Information

Material TypeConcrete The concrete mix design number1418831
The truck number from where the sample was collectedUnknown The batch plant ticket number from where the sample was collected00000000000000
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedfrom mix truck Where the material sample would have been placed if not sampledNot set
From Lot No.Not set Bag Lot No.Not set

Test Details

DIME Sample ID: 2014-11-17-3
DIME Test ID: 2014-11-17-3-1
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: 2014-12-01

Test Results


Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: SV
Date of test: 12/01/2014
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 96822 lb
Maximum load on cylinder 2: 115809 lb
Type of fracture pattern of cylinder 1: 6
Type of fracture pattern of cylinder 2: 1
Comment on any defect in either specimen or caps (Max 250 Characters): Both cylinder diameters for each specimen are not in compliance. w/ ASTM C39 section 6.1. Diameters measured differ more than 2%.
Correction factor for cylinder 1: 1
Correction factor for cylinder 2: no data
Age of specimen: 14 days
Cross sectional area of cylinder 1: 28.46 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 3402.0 psi
Compressive strength of cylinder 2: 4082.1 psi
Compressive strength (to nearest 10 psi): 3740 psi
General comments (publicly viewable) (Max 1000 characters): Cylinders average diameters are not within 2% requirement Please check cylinder molds.
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 12/1/2014