Summary for Test 2025-12-11-37-1

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 Date12/11/2025 Sample Unique Key37
Date that the sample was received by the laboratory/organization performing the testing12/12/2025 Sample typePreliminary
A brief description of the sample10 PCC Cylinders. 4x8 The quantity of what the sample constitutes6 Yards
From where was the sample collectedSource First name of sampler or witnessed byColton
Last name of sampler or witnessed byCarrington Title of samplerTET
Telephone number of sampler Laboratory sample identificationPCC-007
Linked DIME Sample ID The fabricator/manufacturer/facility name7/11 Materials
Transportation Laboratory (TL) Number5258 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure namePedestrian Bridge
Bid ItemNot set

Material Information

Material TypeConcrete The concrete mix design number851456A6
The truck number from where the sample was collected990 The batch plant ticket number from where the sample was collected1
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedFirst 1/3 of Truck Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2025-12-11-37
DIME Test ID: 2025-12-11-37-1
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: 2026-01-09

Test Results


Unit system used?: US Units
Number of specimens: 5
Test performed: With no density determined
Input Type: Measured
Tester's full name: Derek Carrington
Date of test: 01/08/2026
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1: 3.99 in
Average diameter of cylinder 2: 3.99 in
Average diameter of cylinder 3: 3.99 in
Average diameter of cylinder 4: 3.99 in
Average diameter of cylinder 5: 3.99 in
Maximum load on cylinder 1: 66440 lb
Maximum load on cylinder 2: 68290 lb
Maximum load on cylinder 3: 66870 lb
Maximum load on cylinder 4: 66370 lb
Maximum load on cylinder 5: 67090 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
Type of fracture pattern of cylinder 3: 1
Type of fracture pattern of cylinder 4: 1
Type of fracture pattern of cylinder 5: 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
Correction factor for cylinder 3: 1.00
Correction factor for cylinder 4: 1.00
Correction factor for cylinder 5: 1.00
Age of specimen: 28 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 12.5 in^2
Cross sectional area of cylinder 2: 12.5 in^2
Cross sectional area of cylinder 3: 12.5 in^2
Cross sectional area of cylinder 4: 12.5 in^2
Cross sectional area of cylinder 5: 12.5 in^2
Compressive strength of cylinder 1: 5315.2 psi
Compressive strength of cylinder 2: 5463.2 psi
Compressive strength of cylinder 3: 5349.6 psi
Compressive strength of cylinder 4: 5309.6 psi
Compressive strength of cylinder 5: 5367.2 psi
Compressive strength (to nearest 10 psi): 5360 psi
General comments (publicly viewable) (Max 1000 characters): 28 Day Break. x5

Test was verified on 1/9/2026 ✔