Summary for Test 2018-04-04-2-1

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 DateNot set
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 Date04/04/2018 Sample Unique Key2
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testingNot set
Sample typeQuality Assurance A brief description of the sampleTwo 6 X 12 Concrete Cylinders
The quantity of what the sample constitutes16 CY in slab E3 F3 and J3 From where was the sample collectedFabricator
First name of sampler or witnessed byDavid Last name of sampler or witnessed byWeeks
Title of samplerCT METS QA INSPECTOR Telephone number of sampler951 258 8382
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameOldcastle, Perris Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifierBridge No 53C2194
Structure nameFirestone Blvd

Material Information

Material TypeConcrete The concrete mix design numberUV-273-1
The truck number from where the sample was collected The batch plant ticket number from where the sample was collected57717
Concrete batch plantOnsite OCP Perris The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedCasting Bed A4 Where the material sample would have been placed if not sampledVoided Slabs E3 F3 and J3
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2018-04-04-2
DIME Test ID: 2018-04-04-2-1
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2018-04-11

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: 04/11/2018
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 212320 lb
Maximum load on cylinder 2: 215880 lb
Type of fracture pattern of cylinder 1: 2
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
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 7510.4 psi
Compressive strength of cylinder 2: 7609.4 psi
Compressive strength (to nearest 10 psi):7560 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/11/2018