Summary for Test 2022-07-07-36-1

Test performed: ASTM C39-10

Project Information

Project IdentifiersProject ID: 215188
DEA: 080F5434
EFIS: 0817000239
Permit Numbers: 0823NMC0369
DIST-CO-RTE-PM08-RIV-I-15,SR-91-6.1-7.6
Award Date03/11/2020
Closeout Date06/05/2024
Work DescriptionI-15 ELC: 15/91 Express Lanes Connector Project (ELC)
Location DescriptionJunction of I-15 and SR-91 in Corona, CA
QA Service Level1 (Verified on 09/16/2020)

Sample Information

Sample Taken Date07/07/2022 Sample Unique Key36
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 testing07/08/2022
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 byRamy Last name of sampler or witnessed byMekail
Title of samplerTE Telephone number of sampler
Laboratory sample identification1026-7A Linked DIME Sample ID
The fabricator/manufacturer/facility nameCemex Transportation Laboratory (TL) Number7A
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeConcrete The concrete mix design number1610838
The truck number from where the sample was collected10067788 The batch plant ticket number from where the sample was collected52258162
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedRW 3 ELC 91WB McKinleySt Get into fast lane and enter k-rail prior to express lanes Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2022-07-07-36
DIME Test ID: 2022-07-07-36-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2022-08-04

Test Results


Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Jose Mendez
Date of test: 08/04/2022
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 5.99 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 12 lb
Maximum load on cylinder 2: 12 lb
Type of fracture pattern of cylinder 1: 1
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: 1
Age of specimen: 28 days
Cross sectional area of cylinder 1: 28.18 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength of cylinder 1: 0.4 psi
Compressive strength of cylinder 2: 0.4 psi
Compressive strength (to nearest 10 psi): 0 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/4/2022