Summary for Test 2022-12-13-44-1

Test performed: CTM 521-June 2020

Project Information

Project IdentifiersProject ID: 994068
DEA: 081C7204
EFIS: 0813000003
DIST-CO-RTE-PM08-SBD-15-R96.1/R124.3
Award Date08/02/2022
Closeout Date02/23/2024
Work DescriptionIMPORTED BORROW, SHOULDER BACKING, AND STRUCTURAL CONCRETE.
Location DescriptionSAN BERNARDINO ABOUT 22 MILES NORTHEAST OF BARSTOW AT VARIOUS LOCATIONS FROM 0.3 MILE SOUTH OF HARVARD ROAD OVERCROSSING TO 0.1 MILE NORTH OF RASOR ROAD OVERCROSSING
QA Service Level1 (Verified on 09/30/2022)

Sample Information

Sample Taken Date12/13/2022 Sample Unique Key44
Date that the sample was received by the laboratory/organization performing the testing12/14/2022 Sample typeQuality Control
A brief description of the samplestructural concrete The quantity of what the sample constitutes2 cylinders
From where was the sample collectedJob Site First name of sampler or witnessed byAdrian
Last name of sampler or witnessed byPlentywounds Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameRobertsons
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 numberSC590B38
The truck number from where the sample was collected The batch plant ticket number from where the sample was collected6737027
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedNorth of Harvard Rd . I-15 MedianDS 4 Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2022-12-13-44
DIME Test ID: 2022-12-13-44-1
Testing Lab: Sequoia Consultants
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2023-01-13

Test Results


Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Javier Lopez
Date of test: 01/10/2023
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: 147430 lb
Maximum load on cylinder 2: 151500 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: 1.00
Correction factor for cylinder 2: 1.00
Age of specimen: 28 days
Age of specimen in hours: 0 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): 5270 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 1/13/2023 ✔