Summary for Test 2019-02-11-9-1

Test performed: ASTM C39-10

Project Information

Project IdentifiersProject ID: 212910
DEA: 080K2914
EFIS: 0812000098
DIST-CO-RTE-PM08-SBD-10-30.9/33.3
Award Date03/06/2018
Closeout Date09/04/2019
Work DescriptionLANE REPLACEMENT
Location DescriptionSAN BERNARDINO COUNTY IN REDLANDS FROM ORANGE STREET UNDERCROSSING TO REDLANDS BLVD OFF-RAMP UNDERCROSSING
QA Service Level1 (Verified on 05/02/2018)

Sample Information

Sample Taken Date02/11/2019 Sample Unique Key9
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 testing02/15/2019
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 byDennis Last name of sampler or witnessed byRodriguez
Title of samplerg3 quality technician Telephone number of sampler
Laboratory sample identification 987-16 Linked DIME Sample ID
The fabricator/manufacturer/facility namesecurty paving Transportation Laboratory (TL) Number16
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier7 days break for 725 psi minimum requirement for Cemex mix design 1555212
Structure name7 days break for 725 psi minimum requirement for Cemex mix design 1555212

Material Information

Material TypeConcrete The concrete mix design number1555212
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 sampleSECURITY PAVING
A detailed description of where the material sample was collectedna Where the material sample would have been placed if not sampled7 days break for 725 psi minimum requirement for Cemex mix design 1555212
From Lot No.Unknown Bag Lot No.Unknown

Test Details

DIME Sample ID: 2019-02-11-9
DIME Test ID: 2019-02-11-9-1
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: 2019-02-27

Test Results


Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: JG
Date of test: 02/18/2019
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 177760 lb
Maximum load on cylinder 2: 180560 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: 7 days
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 6265.8 psi
Compressive strength of cylinder 2: 6364.5 psi
Compressive strength (to nearest 10 psi): 6320 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 2/20/2019