Summary for Test 2026-02-02-17-1

Test performed: CTM 521-June 2020

Project Information

Project IdentifiersProject ID: 993798
DEA: 09366804
EFIS: 0916000021
DIST-CO-RTE-PM09-INY-395-117.3/117.9
Award Date04/03/2025
Closeout DateNot set
Work DescriptionMEADOW FARMS ADA
Location DescriptionINYO COUNTY NEAR BISHOP FROM 0.1 MILE EAST OF SEE VEE LANE TO BARLOW LANE
QA Service Level1 (Verified on 08/14/2023)

Sample Information

Sample Taken Date02/02/2026 Sample Unique Key17
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 testing02/03/2026
Sample typeQuality Assurance A brief description of the sample4 cylinders
The quantity of what the sample constitutes4-(6x12 cylinders) From where was the sample collectedJob Site
First name of sampler or witnessed byDarrell Last name of sampler or witnessed byBiederman
Title of samplerTET Telephone number of sampler7609203898
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility name7-11 Materials Bishop 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 number851259C6
The truck number from where the sample was collected83993 The batch plant ticket number from where the sample was collected956112
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedPedestrian bridge footing meadow farms Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2026-02-02-17
DIME Test ID: 2026-02-02-17-1
Testing Lab: CT D09 - Bishop Field Laboratory
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2026-03-03

Test Results


Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Derek Carrington
Date of test: 03/03/2026
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 173410 lb
Maximum load on cylinder 2: 170800 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
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: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength of cylinder 1: 6134.1 psi
Compressive strength of cylinder 2: 6041.7 psi
Compressive strength (to nearest 10 psi): 6090 psi
General comments (publicly viewable) (Max 1000 characters): 2@28 Days, 2@56 Days

Test was verified on 3/3/2026