Test 2014-11-04-2-3 (ASTM C39-10) Summary

Project Information
Project IdentifiersProject ID: 209677
DEA: 032F0004
EFIS: 0300020450
DIST-CO-RTE-PM03-BUT,COL,GLE,SUT,YOL,YUB-16,32,45,70,113,162-VAR
Work DescriptionRECONSTRUCT GUARD RAIL AND END TREATMENTS
Location DescriptionBUTTE, COLUSA, GLENN, SUTTER, YOLO AND YUBA COUNTIES AT VARIOUS LOCATIONS
Sample Information
Sample Taken Date11/4/2014 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 testing11/6/2014
Sample typeQuality Control A brief description of the sampleConcrete Cylinders
The quantity of what the sample constitutes2 From where was the sample collectedOther
First name of sampler or witnessed byB Last name of sampler or witnessed byFoss
Title of samplerTET Laboratory sample identificationTL93276
The fabricator/manufacturer/facility namena 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 numberna
The truck number from where the sample was collectedUnknown The batch plant ticket number from where the sample was collectedna
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedna 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: 2014-11-04-2
DIME Test ID: 2014-11-04-2-3
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: 2014-12-02
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: 12/02/2014
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 5.99 in
Maximum load on cylinder 1: 117618 lb
Maximum load on cylinder 2: 103439 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 6
Comment on any defect in either specimen or caps (Max 250 Characters): Cylinder #2 diameters are not in compliance with 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: 28 days
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.18 in^2
Compressive strength of cylinder 1: 4145.9 psi
Compressive strength of cylinder 2: 3670.7 psi
Compressive strength (to nearest 10 psi):3910 psi
General comments (publicly viewable) (Max 1000 characters): Cylinder #2 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 12/02/2014