Summary for Test 2019-09-13-6-2

Test performed: ASTM C39-10

Project Information

Project IdentifiersProject ID: 211260
DEA: 072159U4
EFIS: 0715000160
DIST-CO-RTE-PM07-LA,ORA-5-0.0/1.5, 44.3/44.4
Award Date05/27/2016
Closeout Date08/01/2023
Work DescriptionCONSTRUCT HOV LANES AND MIX FLOW LANES.
Location DescriptionLOS ANGELES AND ORANGE COUNTIES IN BUENA PARK, LA MIRADA, CERRITOS AND SANTA FE SPRINGS FROM ARTESIA BOULEVARD UNDERCROSSING TO NORTH FORK COYOTE CREEK
QA Service Level1 (Verified on 03/16/2016)

Sample Information

Sample Taken Date09/13/2019 Sample Unique Key6
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 testing09/16/2019
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 byAntonio Last name of sampler or witnessed byPicazo
Title of samplerField Technician Telephone number of sampler
Laboratory sample identification978-301 Linked DIME Sample ID
The fabricator/manufacturer/facility namesecurty paving Transportation Laboratory (TL) Number19091301
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure namePIER 3 WALL

Material Information

Material TypeConcrete The concrete mix design numberG3-STR-002
The truck number from where the sample was collectedLOAD 12 The batch plant ticket number from where the sample was collected12
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleSECURITY PAVING
A detailed description of where the material sample was collectedLOAD 12 Where the material sample would have been placed if not sampledPIER 3 WALL
From Lot No.Unknown Bag Lot No.Unknown

Test Details

DIME Sample ID: 2019-09-13-6
DIME Test ID: 2019-09-13-6-2
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: 2019-10-15

Test Results


Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: MM
Date of test: 10/11/2019
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: 144980 lb
Maximum load on cylinder 2: 145160 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
Correction factor for cylinder 2: 1
Age of specimen: 28 days
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: 5094.2 psi
Compressive strength of cylinder 2: 5100.5 psi
Compressive strength (to nearest 10 psi): 5100 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/15/2019