Summary for Test 2022-07-29-40-1

Test performed: CTM 521-June 2020

Project Information

Project IdentifiersProject ID: 214524
DEA: 07304504
EFIS: 0714000067
DIST-CO-RTE-PM07-LA-57-R0.0/R4.5
Award Date06/11/2020
Closeout Date04/03/2025
Work DescriptionCONCRETE PAVEMENT, CONCRETE BARRIER, AND ELECTRICAL WORK.
Location DescriptionLOS ANGELES COUNTY IN DIAMOND BAR AND CITY OF INDUSTRY FROM ORANGE COUNTY LINE TO ROUTE 57/60 SEPARATION
QA Service Level1 (Verified on 08/12/2020)

Sample Information

Sample Taken Date07/29/2022 Sample Unique Key40
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 testing08/01/2022
Sample typeDepartment Acceptance A brief description of the sample6X12 PCC cylinder
The quantity of what the sample constitutes130 CY From where was the sample collectedJob Site
First name of sampler or witnessed byNelson Last name of sampler or witnessed byPereira
Title of samplerAssistant Structure Representative Telephone number of sampler
Laboratory sample identification22-0216 Linked DIME Sample ID
The fabricator/manufacturer/facility nameRobertson's Ready Mix Transportation Laboratory (TL) Number850569
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeConcrete The concrete mix design numberSC590B39
The truck number from where the sample was collected1666 The batch plant ticket number from where the sample was collected1
Concrete batch plantRobertsons The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedtruck chute Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2022-07-29-40
DIME Test ID: 2022-07-29-40-1
Testing Lab: CT D07 - Materials Field Laboratory, Unit 1953
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2022-08-25

Test Results


Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Arnold Truong
Date of test: 08/25/2022
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.03 in
Maximum load on cylinder 1: 98589 lb
Maximum load on cylinder 2: 103041 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: 1.00
Correction factor for cylinder 2: 1.00
Age of specimen: 28 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.56 in^2
Compressive strength of cylinder 1: 3475.1 psi
Compressive strength of cylinder 2: 3607.9 psi
Compressive strength (to nearest 10 psi): 3540 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/25/2022