Summary for Test 2025-01-13-8-1

Test performed: ASTM C39-21

Project Information

Project IdentifiersProject ID: 994511
Permit Numbers: 04216RC0290
DIST-CO-RTE-PM04-SON-12-19.97-20.10
Award DateNot set
Closeout Date08/19/2024
Work DescriptionExtension of curb and sidewalk along the project frontage on hwy 12 to the Calistoga
Location DescriptionNot set
QA Service Level1 (Verified on 11/27/2023)

Sample Information

Sample Taken Date01/13/2025 Sample Unique Key8
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 testing01/13/2025
Sample typeQuality Assurance A brief description of the sample2 concrete cores 4x8
The quantity of what the sample constitutes2 concrete cores From where was the sample collectedJob Site
First name of sampler or witnessed byWaqas Last name of sampler or witnessed byAther
Title of samplerMETS Rep Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameIntersection between Calistoga Rd in santa rosa 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 Core Detail description2 Concrete Cores
Structure namesPavement Type of materialConcrete core

Test Details

DIME Sample ID: 2025-01-13-8
DIME Test ID: 2025-01-13-8-1
Testing Lab: CT HQ - Vallejo Field Laboratory
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2025-01-14

Test Results


Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Nikhil Moon
Date of test: 01/14/2025
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Apparent mass of submerged cylinder 1: 1 lb
Average diameter of cylinder 1: 4.00 in
Average diameter of cylinder 2: 4.00 in
Maximum load on cylinder 1: 69574 lb
Maximum load on cylinder 2: 55747 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): Cylinder 1 - Core #2 Cylinder 2 - Core #3
Correction factor for cylinder 1: 0.99
Correction factor for cylinder 2: 0.99
Age of specimen: 169 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 12.57 in^2
Cross sectional area of cylinder 2: 12.57 in^2
Compressive strength of cylinder 1: 5480.0 psi
Compressive strength of cylinder 2: 4390.0 psi
Compressive strength (to nearest 10 psi): 4940 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters): Cylinder 1 - Core #2 Cylinder 2 - Core #3

Test was verified on 1/14/2025