Summary for Test 2014-09-04-6-1

Test performed: ASTM C39-10

Project Information

Project IdentifiersProject ID: 209175
DEA: 030F2204
EFIS: 0300000072
DIST-CO-RTE-PM03-ED-50-R30.7/R31.7
Award Date02/25/2014
Closeout Date07/30/2015
Work DescriptionREPLACE BRIDGE.
Location DescriptionSLY PARK UNDERCROSSING
QA Service Level1 (Verified on 11/01/2013)

Sample Information

Sample Taken Date09/04/2014 Sample Unique Key6
Date that the sample was received by the laboratory/organization performing the testing09/05/2014 Sample typeQuality Control
A brief description of the sampleconcrete cylinder The quantity of what the sample constitutes2 concrete cylinder
From where was the sample collectedOther First name of sampler or witnessed byA
Last name of sampler or witnessed byCarranza Title of samplerAST
Telephone number of sampler Laboratory sample identificationcl140161
Linked DIME Sample IDNot set The fabricator/manufacturer/facility namefiled
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeConcrete The concrete mix design numberf628afst0
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: 2014-09-04-6
DIME Test ID: 2014-09-04-6-1
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: 2014-09-09

Test Results


Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: mullins
Date of test: 09/09/2014
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 5.99 in
Maximum load on cylinder 1: 73487 lb
Maximum load on cylinder 2: 72810 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: 1.00
Correction factor for cylinder 2: no data
Age of specimen: 5 days
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.18 in^2
Compressive strength of cylinder 1: 2599.5 psi
Compressive strength of cylinder 2: 2583.7 psi
Compressive strength (to nearest 10 psi): 2590 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/9/2014 ✔