Test 2014-10-29-3-1 (ASTM C39-10) Summary

Project Information
Project IdentifiersProject ID: 208852
DEA: 040A5344
EFIS: 0400021131
COOP: 042491
DIST-CO-RTE-PM04-SOL-80,80-R11.4/13.0
Work DescriptionREALIGN I-680 TO CONNECT DIRECTLY WITH THE I-80/SR-12 INTERCHANGE.
Location DescriptionIN SOLANO COUNTY NEAR FAIRFIELD.
Sample Information
Sample Taken Date10/29/2014 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 testing10/30/2014
Sample typeVerification 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 byMOHSEN Last name of sampler or witnessed byZamani
Title of samplerUnknown Laboratory sample identification208527
The fabricator/manufacturer/facility nameMIX TRUCK 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 collectedFrom the 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: 2014-10-29-3
DIME Test ID: 2014-10-29-3-1
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: 2014-11-05
Test Results

Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: MM/SV
Date of test: 11/05/2014
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.98 in
Average diameter of cylinder 2: 5.99 in
Maximum load on cylinder 1: 82602 lb
Maximum load on cylinder 2: 85634 lb
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: no data
Age of specimen: 7 days
Cross sectional area of cylinder 1: 28.09 in^2
Cross sectional area of cylinder 2: 28.18 in^2
Compressive strength of cylinder 1: 2940.6 psi
Compressive strength of cylinder 2: 3038.8 psi
Compressive strength (to nearest 10 psi):2990 psi
General comments (publicly viewable) (Max 1000 characters):
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 11/05/2014