Summary for Test 2018-03-29-2-1

Test performed: CTM 521-November 2014

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 Date03/29/2018 Sample Unique Key2
Date that the sample was received by the laboratory/organization performing the testing03/30/2018 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 byPrescott
Last name of sampler or witnessed byBarnett Title of samplerQC Field Technician
Telephone number of samplerUnknown Laboratory sample identificationSet 1
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
Bid ItemNot set

Material Information

Material TypeConcrete The concrete mix design numberG3-15-3600-590
The truck number from where the sample was collectedLoad 1 The batch plant ticket number from where the sample was collected0
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleSet 1
A detailed description of where the material sample was collectedSA Approach Where the material sample would have been placed if not sampledUnknown
From Lot No.Unknown Bag Lot No.Unknown

Test Details

DIME Sample ID: 2018-03-29-2
DIME Test ID: 2018-03-29-2-1
Testing Lab: G3 Quality, Incorporated - Cerritos
Test Method: CTM 521-November 2014: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2018-11-07

Test Results


Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Francisco Miranda
Date of test: 04/05/2018
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 93590 lb
Maximum load on cylinder 2: 96250 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 2
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1.00
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 (to nearest 10 psi): 3350 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/7/2018