Summary for Test 2017-09-25-12-1

Test performed: ASTM C39-17a

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 Date09/25/2017 Sample Unique Key12
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 testing09/26/2017
Sample typeQuality Control A brief description of the sample6x12 Cylinders
The quantity of what the sample constitutes6 From where was the sample collectedJob Site
First name of sampler or witnessed byBobby Last name of sampler or witnessed byTogores
Title of samplerQC Field Technician Telephone number of samplerUnknown
Laboratory sample identificationSet 4 Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameJobsite Transportation Laboratory (TL) NumberUnknown
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierUnknown
Structure nameUnknown

Material Information

Material TypeConcrete The concrete mix design numberG3-15-STR-002
The truck number from where the sample was collectedLoad 20 The batch plant ticket number from where the sample was collected0
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleSet 4
A detailed description of where the material sample was collectedBent 2B Column Bridge 533058K Where the material sample would have been placed if not sampledUnknown
From Lot No.Unknown Bag Lot No.Unknown

Test Details

DIME Sample ID: 2017-09-25-12
DIME Test ID: 2017-09-25-12-1
Testing Lab: G3 Quality, Incorporated - Cerritos
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2017-11-29

Test Results


Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Cody Cuevas
Date of test: 10/02/2017
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: 104100 lb
Maximum load on cylinder 2: 104220 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: no data
Age of specimen: 7 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength (to nearest 10 psi): 3670 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/29/2017