Summary for Test 2024-09-20-107-1

Test performed: CTM 521-June 2020

Project Information

Project IdentifiersProject ID: 994588
DEA: 081H3904
EFIS: 0817000032
DIST-CO-RTE-PM08-SBD-15-R20.5/R21.6,R25.5/R30.7
Award Date07/13/2023
Closeout DateNot set
Work DescriptionCONSTRUCT BUILDING, ROADWAY EXC, JPCP, AND TEMPORARY BARRIER SYSTEM.
Location DescriptionSAN BERNARDINO COUNTY FROM 0.6 MILE NORTH OF CLEGHORN ROAD UNDERCROSSING TO 0.5 MILE SOUTH OF ROUTE 138 AND FROM 0.5 MILE SOUTH OF TRUCK SAFETY CHECK AREA TO 0.4 MILE NORTH OF OAK HILL ROAD OVERCROSSING
QA Service Level1 (Verified on 08/02/2023)

Sample Information

Sample Taken Date09/20/2024 Sample Unique Key107
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 testing09/22/2024
Sample typeQuality Control A brief description of the sampleCIP Concrete
The quantity of what the sample constitutes1 per 100 cy or a fraction thereof From where was the sample collectedJob Site
First name of sampler or witnessed byGerard Last name of sampler or witnessed byCarreker
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameHi-Grade R/M (Hesperia) Transportation Laboratory (TL) Number
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 numberct590f25a
The truck number from where the sample was collected The batch plant ticket number from where the sample was collected2002893
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedCIDH foundations for Canopy at I-15 S/B Brake Check Area/Weight Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2024-09-20-107
DIME Test ID: 2024-09-20-107-1
Testing Lab: Sequoia Consultants
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2025-07-21

Test Results


Unit system used?: US Units
Number of specimens: 1
Test performed: With no density determined
Input Type: Calculated
Tester's full name: John Romero
Date of test: 11/15/2024
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 6.00 in
Maximum load on cylinder 1: 88260 lb
Type of fracture pattern of cylinder 1: 3
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1.00
Age of specimen: 56 days
Age of specimen in hours: 0 hours
Compressive strength of cylinder (to nearest 10 psi): 3120 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/21/2025