Summary for Test 2014-09-13-6-1

Test performed: ASTM C39-10

Project Information

Project IdentifiersProject ID: 209284
DEA: 032F21U3
EFIS: 0313000172
COOP: 03130001724
DIST-CO-RTE-PM03-SAC-50-2.5/0.6
Award Date12/20/2013
Closeout Date03/22/2016
Work DescriptionNOTIFY SMR BEFORE RESPONDING TO ANY REQUESTS FOR INSPECTION OR TESTING.The Design Build project will place overlay, replace bridge joint seals and/or joint seal assemblies, and correct drainage issues on Sacramento River Viaduct and West End Viaduct.
Location DescriptionUS Route 50 from PM 2.5 in Yolo County through PM 0.6 in Sacramento County; Route I-5 from
QA Service Level1 (Verified on 01/16/2014)

Sample Information

Sample Taken Date09/13/2014 Sample Unique Key6
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 testing09/19/2014
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 byolig Last name of sampler or witnessed bykreypich
Title of samplerASR Telephone number of samplerUnknown
Laboratory sample identificationUnknown Linked DIME Sample ID0
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 number1442087
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 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: 2014-09-13-6
DIME Test ID: 2014-09-13-6-1
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: 2014-10-13

Test Results


Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Steve Wake
Date of test: 10/13/2014
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.99 in
Average diameter of cylinder 2: 5.98 in
Maximum load on cylinder 1: 250553 lb
Maximum load on cylinder 2: 252511 lb
Type of fracture pattern of cylinder 1: 2
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: 30 days
Cross sectional area of cylinder 1: 28.18 in^2
Cross sectional area of cylinder 2: 28.09 in^2
Compressive strength of cylinder 1: 8891.2 psi
Compressive strength of cylinder 2: 8989.4 psi
Compressive strength (to nearest 10 psi):8940 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/13/2014