Summary for Test 2020-01-29-14-1

Test performed: ASTM C39-17a

Project Information

Project IdentifiersProject ID: 213477
DEA: 080H4704
EFIS: 0812000074
DIST-CO-RTE-PM08-SBD-2-2.44
Award Date09/28/2018
Closeout Date01/18/2022
Work DescriptionWIDEN BRIDGE TO ACCOMMODATE STANDARD SHOULDERS
Location DescriptionAT WRIGHTWOOD AT SHEEP CREEK BRIDGE
QA Service Level1 (Verified on 12/31/2018)

Sample Information

Sample Taken Date01/29/2020 Sample Unique Key14
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 testing01/30/2020
Sample typeQuality Assurance A brief description of the sample6x12 concrete cylinders
The quantity of what the sample constitutes4 From where was the sample collectedJob Site
First name of sampler or witnessed byMD Last name of sampler or witnessed byRahman
Title of samplerTE Telephone number of sampler
Laboratory sample identification1002-30 Linked DIME Sample ID
The fabricator/manufacturer/facility nameNA Transportation Laboratory (TL) Number1
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure nameSHEEP CREEK BRIDGE

Material Information

Material TypeConcrete The concrete mix design numberRRM19030
The truck number from where the sample was collectedNA The batch plant ticket number from where the sample was collected4828575
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedTruck Discharge load 2 Where the material sample would have been placed if not sampledBridge deck for right widen the Sheep Creek Bridge
From Lot No.Unknown Bag Lot No.Unknown

Test Details

DIME Sample ID: 2020-01-29-14
DIME Test ID: 2020-01-29-14-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2020-02-11

Test Results


Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Matthew Clayton
Date of test: 02/10/2020
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.99 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 151680 lb
Maximum load on cylinder 2: 147780 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 2
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: 1
Age of specimen: 12 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.18 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 5382.5 psi
Compressive strength of cylinder 2: 5209.0 psi
Compressive strength (to nearest 10 psi): 5300 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 2/11/2020