Test 2021-03-11-7-2 (ASTM C39-17a) Summary

Project Information
Project IdentifiersProject ID: 214523
DEA: 07302504
EFIS: 0713000479
DIST-CO-RTE-PM07-VEN-23-R3.3/R11.5
Work DescriptionPLACE HMA AND JPCP AND INDIVIDUAL SLAB REPLACEMENT.
Location DescriptionVENTURA COUNTY FROM ROUTE 101/23 SEPARATION TO NEW LOS ANGELES AVENUE UNDERCROSSING
Sample Information
Sample Taken Date3/11/2021 Sample Unique Key7
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 testing3/18/2021
Sample typeQuality Assurance A brief description of the sampleconcrete cylinders
The quantity of what the sample constitutes4 From where was the sample collectedJob Site
First name of sampler or witnessed byRivera Last name of sampler or witnessed byPantaleon
Title of samplerSR Laboratory sample identification1025-002
The fabricator/manufacturer/facility nameCemex Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeConcrete The concrete mix design number1610837
The truck number from where the sample was collectedNA The batch plant ticket number from where the sample was collectedNA
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collected23 SB GORE area - walls Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.
Test Details
DIME Sample ID: 2021-03-11-7
DIME Test ID: 2021-03-11-7-2
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2021-04-20
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: 04/08/2021
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 165100 lb
Maximum load on cylinder 2: 166050 lb
Type of fracture pattern of cylinder 1: 2
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
Correction factor for cylinder 2: 1
Age of specimen: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength of cylinder 1: 5840.1 psi
Compressive strength of cylinder 2: 5873.7 psi
Compressive strength (to nearest 10 psi):5860 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 04/20/2021