Summary for Test 2022-06-14-25-1

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 Date06/14/2022 Sample Unique Key25
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 testing06/16/2022
Sample typeQuality Assurance A brief description of the sample6X12
The quantity of what the sample constitutes4 From where was the sample collectedJob Site
First name of sampler or witnessed byFERNANDO Last name of sampler or witnessed byC
Title of sampler Telephone number of sampler
Laboratory sample identification1026-14 Linked DIME Sample ID
The fabricator/manufacturer/facility nameMYERS RADOS JV Transportation Laboratory (TL) Number1
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeConcrete The concrete mix design number1614705
The truck number from where the sample was collected10070462 The batch plant ticket number from where the sample was collected52257695
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedCHUTE Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2022-06-14-25
DIME Test ID: 2022-06-14-25-1
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: 2022-07-13

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: 07/12/2022
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 147320 lb
Maximum load on cylinder 2: 149650 lb
Type of fracture pattern of cylinder 1: 3
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: 28.37 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 5192.8 psi
Compressive strength of cylinder 2: 5274.9 psi
Compressive strength (to nearest 10 psi): 5230 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/13/2022