Summary for Test 2018-06-17-1-1

Test performed: ASTM C39-17a

Project Information

Project IdentifiersProject ID: 212731
DEA: 07318004
EFIS: 0715000280
DIST-CO-RTE-PM07-LA-10-22.3/28.2
Award Date11/16/2017
Closeout Date06/16/2021
Work DescriptionTREAT BRIDGE DECK, CLOSURE POUR AND REPLACE JOINT SEALS.
Location DescriptionLOS ANGELES COUNTY AT VARIOUS LOCATIONS FROM FREMONT AVENUE UNDERCROSSING TO RIO HONDO62
QA Service Level1 (Verified on 03/21/2018)

Sample Information

Sample Taken Date06/17/2018 Sample Unique Key1
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 testing06/19/2018
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 byThomas Last name of sampler or witnessed byTong
Title of samplerASR Telephone number of samplerUnknown
Laboratory sample identification982-485C Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility namenp Transportation Laboratory (TL) Number982-485C
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierEB Atlantic R closure and deck
Structure nameEB Atlantic R closure and deck

Material Information

Material TypeConcrete The concrete mix design numberNotch 3 in
The truck number from where the sample was collected19 The batch plant ticket number from where the sample was collectedna
Concrete batch plantUnknown The fabricator/manufacturer designation for the samplespectrum
A detailed description of where the material sample was collectedload no 1 Where the material sample would have been placed if not sampledEB Atlantic R closure and deck
From Lot No.Unknown Bag Lot No.Unknown

Test Details

DIME Sample ID: 2018-06-17-1
DIME Test ID: 2018-06-17-1-1
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: 2018-06-27

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: 06/20/2018
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: 146180 lb
Maximum load on cylinder 2: 151050 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: 1
Age of specimen: 3 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: 5170.9 psi
Compressive strength of cylinder 2: 5324.3 psi
Compressive strength (to nearest 10 psi): 5250 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/20/2018