Test 2014-08-05-1-1 (ASTM C39-10) Summary

Project Information
Project IdentifiersProject ID: 6962
DEA: 04264074
EFIS: 0400000733
DIST-CO-RTE-PM04-MRN-101-27.6 - 23.3
Work DescriptionMARIN-SONOMA NARROWS (MSN) CONTRACT B1 - Frontage Roads and Widen Redwood Landfill Bridge
Location DescriptionMARIN COUNTY IN AND NEAR NOVATO FROM 1.0 MILE NORTH OF NORTH NOVATO OVERHEAD TO 0.6 MILE SOUTH OF SONOMA COUNTY LINE
Sample Information
Sample Taken Date8/5/2014 Sample Unique Key1
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 testing8/15/2014
Sample typeQuality Control A brief description of the sample2 concrete cylinder
The quantity of what the sample constitutes2 cylinder From where was the sample collectedOther
First name of sampler or witnessed byAaron Last name of sampler or witnessed byJayne
Title of samplerasr Laboratory sample identificationcl140969
The fabricator/manufacturer/facility namefield Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeConcrete The concrete mix design number4201a
The truck number from where the sample was collected The batch plant ticket number from where the sample was collectedna
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedfield 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: 2014-08-05-1
DIME Test ID: 2014-08-05-1-1
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: 2014-09-08
Test Results

Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Bang
Date of test: 09/02/2014
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.98 in
Average diameter of cylinder 2: 6.04 in
Maximum load on cylinder 1: 144879 lb
Maximum load on cylinder 2: 170053 lb
Type of fracture pattern of cylinder 1: 6
Type of fracture pattern of cylinder 2: 4
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: 28 days
Cross sectional area of cylinder 1:no data
Cross sectional area of cylinder 2:no data
Compressive strength (to nearest 10 psi):5550 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 09/08/2014