Summary for Test 2018-04-18-4-2

Test performed: ASTM C39-17a

Project Information

Project IdentifiersProject ID: 212647
DEA: 080Q6904
EFIS: 0800020426
DIST-CO-RTE-PM08-SBD-330-40.6/43.5
Award Date10/26/2017
Closeout Date06/23/2021
Work DescriptionCULVERT REPAIR
Location DescriptionSAN BERNARDINO COUNTY NEAR RUNNING SPRINGS FROM 1.2 MILES SOUTH OF LIVE OAK DRIVE TO 0.6 MILE SOUTH OF ROUTE 18/330 SEPARATION
QA Service Level1 (Verified on 02/06/2018)

Sample Information

Sample Taken Date04/18/2018 Sample Unique Key4
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 testing04/20/2018
Sample typeQuality Assurance A brief description of the sample6x12 concrete cylinders
The quantity of what the sample constitutes6 From where was the sample collectedJob Site
First name of sampler or witnessed byUnknown Last name of sampler or witnessed byCruz
Title of samplerJ Dela Telephone number of samplerUnknown
Laboratory sample identification979-1 Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameNOT PROVIDED Transportation Laboratory (TL) Number01
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierCSP PIPE LINING FROM DS 01 TO DS 25 RTE 330
Structure nameUnknown

Material Information

Material TypeConcrete The concrete mix design numberNOT PROVIDED
The truck number from where the sample was collectedNOT PROVIDED The batch plant ticket number from where the sample was collectedNOT PROVIDED
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleNOT PROVIDED
A detailed description of where the material sample was collectedCSP PIPE LINING FROM DS 01 TO DS 25 RTE 330 Where the material sample would have been placed if not sampledCSP PIPE LINING FROM DS 01 TO DS 25 RTE 330
From Lot No.Unknown Bag Lot No.Unknown

Test Details

DIME Sample ID: 2018-04-18-4
DIME Test ID: 2018-04-18-4-2
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2018-05-10

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: 05/02/2018
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.02 in
Maximum load on cylinder 1: 222570 lb
Maximum load on cylinder 2: 218160 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 3
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: 14 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.46 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Compressive strength of cylinder 1: 7820.4 psi
Compressive strength of cylinder 2: 7665.5 psi
Compressive strength (to nearest 10 psi):7740 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/3/2018