Summary for Test 2022-05-14-23-1

Test performed: CTM 521-June 2020

Project Information

Project IdentifiersProject ID: 214671
DEA: 07303904
EFIS: 0714000044
DIST-CO-RTE-PM07-LA-10-31.2/37.2
Award Date11/25/2020
Closeout Date10/11/2023
Work DescriptionLANE REPLACEMENT
Location DescriptionLOS ANGELES COUNTY IN BALDWIN PARK AND WEST COVINA FROM 0.1 MILE EAST OF THE 10/605 SEPARATION TO 0.3 MILE WEST OF CITRUS STREET OVERCROSSING
QA Service Level1 (Verified on 01/21/2021)

Sample Information

Sample Taken Date05/14/2022 Sample Unique Key23
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 testing05/14/2022
Sample typeDepartment Acceptance A brief description of the sample6x12 LCBRS cylinder
The quantity of what the sample constitutes500 cy From where was the sample collectedManufacturer
First name of sampler or witnessed byRobert Last name of sampler or witnessed byAchuela
Title of samplerMREA Telephone number of sampler
Laboratory sample identification22-1146 Linked DIME Sample ID
The fabricator/manufacturer/facility nameSecurity Paving Batch Plant-Irwindale Transportation Laboratory (TL) Number22-1146
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeConcrete The concrete mix design numberG3-22LRS-271R
The truck number from where the sample was collected15 The batch plant ticket number from where the sample was collected213147
Concrete batch plantSecurity Paving Batch Plant Irwindale 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: 2022-05-14-23
DIME Test ID: 2022-05-14-23-1
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: 2022-05-23

Test Results


Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Robert Achuela
Date of test: 05/21/2022
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 5.98 in
Maximum load on cylinder 1: 81488 lb
Maximum load on cylinder 2: 79791 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: 7 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 28.46 in^2
Cross sectional area of cylinder 2: 28.09 in^2
Compressive strength of cylinder 1: 2863.2 psi
Compressive strength of cylinder 2: 2840.5 psi
Compressive strength (to nearest 10 psi): 2850 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/23/2022