Summary for Test 2025-05-19-82-1

Test performed: ASTM C39-21

Project Information

Project IdentifiersProject ID: 995450
DEA: 09368004
EFIS: 0917000011
DIST-CO-RTE-PM09-MNO-395-91.6/93.4
Award Date02/29/2024
Closeout DateNot set
Work DescriptionHOT MIX ASPHALT (TYPE A), RAIL ELEMENT WALL, AND ROADWAY EXCAVATION.
Location DescriptionMONO COUNTY ABOUT 16 MILES NORTH OF BRIDGEPORT FROM BURCHAM FLAT ROAD TO 0.3 MILE SOUTH OF ROUTE 108
QA Service Level1 (Verified on 01/18/2024)

Sample Information

Sample Taken Date05/19/2025 Sample Unique Key82
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 testing05/23/2025
Sample typeAcceptance A brief description of the sample4 PCC Cylinders
The quantity of what the sample constitutesCompression Breaks From where was the sample collectedJob Site
First name of sampler or witnessed byIsaiah Last name of sampler or witnessed bySexton
Title of samplerTET Telephone number of sampler
Laboratory sample identification4601 Linked DIME Sample ID
The fabricator/manufacturer/facility name7-11 Bishop Plant Transportation Laboratory (TL) NumberPCC-02
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure nameWalker Rd Cattle Gaurd Bid ItemNot set

Material Information

Material TypeConcrete The concrete mix design number1
The truck number from where the sample was collected 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 Part of Truck Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2025-05-19-82
DIME Test ID: 2025-05-19-82-1
Testing Lab: CT D09 - Bishop Field Laboratory
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2025-06-16

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: 06/16/2025
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Apparent mass of submerged cylinder 1: 5 lb
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 122350 lb
Maximum load on cylinder 2: 123870 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: 0 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: 4330.0 psi
Compressive strength of cylinder 2: 4380.0 psi
Compressive strength (to nearest 10 psi): 4360 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters): Walker Road Cattle Guard

Test was verified on 6/16/2025