Summary for Test 2017-07-27-5-1

Test performed: ASTM C39-17a

Project Information

Project IdentifiersProject ID: 211304
DEA: 07302604
EFIS: 0713000483
DIST-CO-RTE-PM07-LA-57-R4.4/R12.1
Award Date07/22/2016
Closeout Date06/16/2021
Work DescriptionREPLACE CONCRETE PAVEMENT, COLD PLANE AND PLACE HMA PAVEMENT.
Location DescriptionLOS ANGELES COUNTY FROM ROUTE 57/60 SEPARATION IN DIAMOND BAR TO ROUTE 57/210 SEPARATION IN GLENDORA
QA Service Level1 (Verified on 05/30/2017)

Sample Information

Sample Taken Date07/27/2017 Sample Unique Key5
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 testing07/28/2017
Sample typeQuality Assurance A brief description of the sample6x12 concrete cylinders
The quantity of what the sample constitutes2 6x12 cylinders From where was the sample collectedFabricator
First name of sampler or witnessed byGeorge Last name of sampler or witnessed byLujan
Title of samplerQAI Telephone number of sampler951 640-5331
Laboratory sample identificationUnknown Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility namePro Cast Products Transportation Laboratory (TL) NumberUnknown
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierRoute 57 and 60 Pavement slabs
Structure namePrecast Pavement Slabs

Material Information

Material TypeConcrete The concrete mix design numberRRM-14062
The truck number from where the sample was collected14 The batch plant ticket number from where the sample was collected3056018
Concrete batch plantRobertsons Ready Mix The fabricator/manufacturer designation for the sampleLoad 4
A detailed description of where the material sample was collectedWheel Barrow from Chute Where the material sample would have been placed if not sampledPrecast Pavement Slabs
From Lot No.Load 4 Bag Lot No.Unknown

Test Details

DIME Sample ID: 2017-07-27-5
DIME Test ID: 2017-07-27-5-1
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2017-08-24

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: 08/24/2017
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.03 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 172880 lb
Maximum load on cylinder 2: 171220 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: no data
Age of specimen: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.56 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 6053.2 psi
Compressive strength of cylinder 2: 6035.2 psi
Compressive strength (to nearest 10 psi):6040 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/24/2017