Summary for Test 2022-01-29-7-1

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 Date01/29/2022 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 testing01/29/2022
Sample typePer Request A brief description of the sampleA set of 2 LCB RS cylinders
The quantity of what the sample constitutesPer 500 CY From where was the sample collectedJob Site
First name of sampler or witnessed byMarcus Last name of sampler or witnessed byMolina
Title of samplerField Materials Tester Telephone number of sampler9095343477
Laboratory sample identification22-0132 Linked DIME Sample ID
The fabricator/manufacturer/facility nameSecurity Paving Burbank Batch Plant 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 numberG322LRS271
The truck number from where the sample was collected The batch plant ticket number from where the sample was collected183502
Concrete batch plantSecurity Paving Burbank Batch Plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedSee Below Notes Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2022-01-29-7
DIME Test ID: 2022-01-29-7-1
Testing Lab: Kleinfelder, Incorporated - Los Angeles
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2022-01-30

Test Results


Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Marcus Molina
Date of test: 01/29/2022
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: 0 lb
Maximum load on cylinder 2: 0 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
Comment on any defect in either specimen or caps (Max 250 Characters): No diameter, load, and fracture pattern available since QC performed opening age testing on the site.
Correction factor for cylinder 1: 1
Correction factor for cylinder 2: 1
Age of specimen: 0 days
Age of specimen in hours: 3 hours
Cross sectional area of cylinder 1: 0 in^2
Cross sectional area of cylinder 2: 0 in^2
Compressive strength (to nearest 10 psi): 470 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 1/30/2022