Summary for Test 2017-04-10-9-2

Test performed: ASTM C39-17a

Project Information

Project IdentifiersProject ID: 209849
DEA: 07258404
EFIS: 0712000102
DIST-CO-RTE-PM07-LA-5-18.4/36.3
Award Date01/20/2016
Closeout Date10/04/2019
Work DescriptionIN LOS ANGELES COUNTY IN LOS ANGELES AND BURBANK AT VARIOUS LOCATION FROM ROUTE 60 TO ROUTE 170 CONSTRUCT GROSS SOLID REMOVAL DEVICES
Location DescriptionIN LOS ANGELES COUNTY, AT VARIOUS LOCATIONS FROM ROUTE 5/10SEPARATION TO 0.2 MILES NORTH OFFLECTCHER DRIVE UNDERCROSSING
QA Service Level1 (Verified on 08/27/2014)

Sample Information

Sample Taken Date04/10/2017 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 testing04/19/2017
Sample typeQuality Assurance A brief description of the sample12 x 6 concrete cylinder
The quantity of what the sample constitutes6 From where was the sample collectedJob Site
First name of sampler or witnessed byC Last name of sampler or witnessed byTong
Title of samplerASR Telephone number of samplerUnknown
Laboratory sample identification933-10 Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameNATIONAL READY MIX Transportation Laboratory (TL) Number170410
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierUnknown
Structure nameUnknown

Material Information

Material TypeConcrete The concrete mix design numberS63061
The truck number from where the sample was collected472 The batch plant ticket number from where the sample was collected220194
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedCHUTE Where the material sample would have been placed if not sampledRW 9 AT AVSF FOOTING AT LOC 6
From Lot No.Unknown Bag Lot No.Unknown

Test Details

DIME Sample ID: 2017-04-10-9
DIME Test ID: 2017-04-10-9-2
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2017-04-24

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: 04/24/2017
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 5.98 in
Maximum load on cylinder 1: 100050 lb
Maximum load on cylinder 2: 99610 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 4
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: 14 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.09 in^2
Compressive strength of cylinder 1: 3539.1 psi
Compressive strength of cylinder 2: 3546.1 psi
Compressive strength (to nearest 10 psi): 3540 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/24/2017