Summary for Test 2014-08-08-3-1

Test performed: ASTM C39-10

Project Information

Project IdentifiersProject ID: 208866
DEA: 030F3004
EFIS: 0300000077
DIST-CO-RTE-PM03-ED-50-17.8,19.6
Award Date09/05/2013
Closeout Date01/23/2015
Work DescriptionRETROFIT COLUMNS AND ADD BRACING.
Location DescriptionEL DORADO COUNTY IN PLACERVILLE AT COLOMA STREET PEDESTRIAN OVERCROSSING AND AT SMITH FLAT ROAD UNDERCROSSING
QA Service Level1 (Verified on 09/30/2013)

Sample Information

Sample Taken Date08/08/2014 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 testing08/12/2014
Sample typeVerification A brief description of the sampleconcrete cylinders
The quantity of what the sample constitutes2 concrete cylinders From where was the sample collectedOther
First name of sampler or witnessed bypyo Last name of sampler or witnessed byhong
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample IDNot set
The fabricator/manufacturer/facility namena 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 number76081
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 collectedTruck 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: 2014-08-08-3
DIME Test ID: 2014-08-08-3-1
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: 2014-09-08

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: 09/05/2014
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.04 in
Average diameter of cylinder 2: 6.04 in
Maximum load on cylinder 1: 115173 lb
Maximum load on cylinder 2: 121724 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: 28 days
Cross sectional area of cylinder 1:no data
Cross sectional area of cylinder 2:no data
Compressive strength (to nearest 10 psi):4130 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/8/2014