Summary for Test 2024-01-08-64-1

Test performed: CTM 521-June 2020

Project Information

Project IdentifiersProject ID: 993141
DEA: 060V1204
EFIS: 0616000207
DIST-CO-RTE-PM06-MAD-99-R6.9/R7.6
Award Date06/22/2022
Closeout DateNot set
Work DescriptionCottonwood Creek Bridge Replacement - REPLACE BRIDGES AND CONSTRUCT RETAINING WALLS.
Location DescriptionMADERA COUNTY NEAR MADERA FROM 0.4 MILE SOUTH OF COTTONWOOD CREEK BRIDGE TO 0.1 MILE NORTH OF AVENUE 12 OVERCROSSING
QA Service Level1 (Verified on 07/28/2021)

Sample Information

Sample Taken Date01/08/2024 Sample Unique Key64
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 testing01/09/2024
Sample typeQuality Assurance A brief description of the sample4x8 concrete cylinders
The quantity of what the sample constitutes7 From where was the sample collectedJob Site
First name of sampler or witnessed byBrian Last name of sampler or witnessed byLovett
Title of samplerQC Field Technician Telephone number of sampler
Laboratory sample identificationMix ND22023 Linked DIME Sample ID
The fabricator/manufacturer/facility nameBuilders Concrete Sanger 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 numberRD22023
The truck number from where the sample was collectedLoad 2 The batch plant ticket number from where the sample was collected0
Concrete batch plant The fabricator/manufacturer designation for the sampleSet 1
A detailed description of where the material sample was collectedS/B RTE 99 Barrier Wall Left, STA 113+95 Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2024-01-08-64
DIME Test ID: 2024-01-08-64-1
Testing Lab: G3 Quality, Incorporated - Cerritos
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2024-02-14

Test Results


Unit system used?: US Units
Number of specimens: 1
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Michael Kaus
Date of test: 01/15/2024
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 4.00 in
Maximum load on cylinder 1: 59560 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
Age of specimen: 7 days
Age of specimen in hours: 0 hours
Compressive strength of cylinder (to nearest 10 psi): 4740 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 2/14/2024