Summary for Test 2019-08-29-8-1

Test performed: ASTM C39-10

Project Information

Project IdentifiersProject ID: 212988
DEA: 080R1604
EFIS: 0812000029
DIST-CO-RTE-PM08-SBD-40-R50.0/R75.0
Award Date09/07/2018
Closeout Date10/11/2022
Work DescriptionREGRADE MEDIAN CROSS SLOPES
Location DescriptionNEAR LUDLOW FROM 0.3 MILES EAST OF CRUCERO ROAD TO 0.4 MILE WEST OF BADGER WASH
QA Service Level1 (Verified on 11/14/2018)

Sample Information

Sample Taken Date08/29/2019 Sample Unique Key8
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 testing08/30/2019
Sample typeQuality Assurance A brief description of the sample6x12 concrete cylinders
The quantity of what the sample constitutes2 From where was the sample collectedJob Site
First name of sampler or witnessed byKenedy Last name of sampler or witnessed byEBUNNY
Title of samplerLab Technician Telephone number of sampler
Laboratory sample identification991-1829 Linked DIME Sample ID
The fabricator/manufacturer/facility namerobertsons Transportation Laboratory (TL) Number1-82919
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure nameDS212 rte 40 median sta 1333 00 Bid ItemNot set

Material Information

Material TypeConcrete The concrete mix design numberSC675B38
The truck number from where the sample was collectedna The batch plant ticket number from where the sample was collectedna
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleFISHER INDUSTRIES
A detailed description of where the material sample was collected10 cy Where the material sample would have been placed if not sampledDS212 rte 40 median sta 1333 00
From Lot No.Unknown Bag Lot No.Unknown

Test Details

DIME Sample ID: 2019-08-29-8
DIME Test ID: 2019-08-29-8-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2019-09-04

Test Results


Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: MC
Date of test: 09/01/2019
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 96480 lb
Maximum load on cylinder 2: 92890 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: 1.00
Age of specimen: 3 days
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength of cylinder 1: 3412.8 psi
Compressive strength of cylinder 2: 3285.8 psi
Compressive strength (to nearest 10 psi): 3350 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/4/2019