Summary for Test 2016-03-24-2-1

Test performed: ASTM C39-10

Project Information

Project IdentifiersProject ID: 211254
DEA: 031H4804
EFIS: 0316000165
DIST-CO-RTE-PM03-ED-193-23.4, 23.4, 23.4, 23.4, 23.40
Award Date01/30/2016
Closeout Date12/08/2017
Work DescriptionEmergency Slope Failure -Replace remaining section of gabion wall with soldier pile tieback wall and reconstruct roadway
Location DescriptionEl Dorado 193
QA Service Level1 (Verified on 03/07/2016)

Sample Information

Sample Taken Date03/24/2016 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 testing03/25/2016
Sample typeQuality Assurance A brief description of the sample6x12 concrete cylinders
The quantity of what the sample constitutes4 6x12 concrete cylinders From where was the sample collectedJob Site
First name of sampler or witnessed byPaul Last name of sampler or witnessed byHayes
Title of samplerASR Telephone number of sampler530 682 6224
Laboratory sample identificationUnknown Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameSyar Cameron Park Transportation Laboratory (TL) NumberUnknown
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierUnknown
Structure nameAnchored Soldier Pile Wall

Material Information

Material TypeConcrete The concrete mix design numberCT054CR5
The truck number from where the sample was collected8079 The batch plant ticket number from where the sample was collected293278
Concrete batch plant41 The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedDischarge from concrete truck into wheelbarrow Where the material sample would have been placed if not sampledConcrete Backfill for Soldier Pile
From Lot No.Unknown Bag Lot No.Unknown

Test Details

DIME Sample ID: 2016-03-24-2
DIME Test ID: 2016-03-24-2-1
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: 2016-04-01

Test Results


Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Bang
Date of test: 04/01/2016
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.95 in
Average diameter of cylinder 2: 5.95 in
Maximum load on cylinder 1: 72900 lb
Maximum load on cylinder 2: 74294 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: 8 days
Cross sectional area of cylinder 1: 27.81 in^2
Cross sectional area of cylinder 2: 27.81 in^2
Compressive strength of cylinder 1: 2621.4 psi
Compressive strength of cylinder 2: 2671.5 psi
Compressive strength (to nearest 10 psi): 2650 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 4/1/2016