Summary for Test 2023-08-16-60-1

Test performed: ASTM C39-17a

Project Information

Project IdentifiersProject ID: 993424
DEA: 04281204
EFIS: 0400000769
DIST-CO-RTE-PM04-NAP-29,221-5.5/6.7,0.0/0.2
Award Date03/21/2022
Closeout DateNot set
Work DescriptionHMA, RDWY EXCAVATION, STRUCTURAL CONC AND MODIFYING LIGHTING SYSTEMS.
Location DescriptionNAPA COUNTY NEAR NAPA ON ROUTE 29 FROM 0.7 MILE SOUTH TO 0.5 MILE NORTH OF ROUTE 221 AND ON ROUTE 221 FROM 0.2 MILE NORTH OF ROUTE 29 TO ROUTE 29
QA Service Level1 (Verified on 12/08/2021)

Sample Information

Sample Taken Date08/16/2023 Sample Unique Key60
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 testing08/24/2023
Sample typeQuality Assurance A brief description of the sample4x8 cylinders
The quantity of what the sample constitutes12 cylinders From where was the sample collectedJob Site
First name of sampler or witnessed byNana Last name of sampler or witnessed byBudu
Title of samplerUnknown Telephone number of sampler510-867-4517
Laboratory sample identificationUnknown Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameShamrock Napa Transportation Laboratory (TL) Number28 - Napa
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifier21-0119
Structure nameNapa 29 Bridge Deck Bid ItemNot set

Material Information

Material TypeConcrete The concrete mix design numberSL-3172CG
The truck number from where the sample was collected2439 The batch plant ticket number from where the sample was collected411495
Concrete batch plantShamrock Materials The fabricator/manufacturer designation for the sampleShamrock
A detailed description of where the material sample was collectedDischarge from concrete truck load into and wheelbarrow Where the material sample would have been placed if not sampledBRIDGE DECK
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2023-08-16-60
DIME Test ID: 2023-08-16-60-1
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2023-08-24

Test Results


Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: SA
Date of test: 08/24/2023
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 4.02 in
Average diameter of cylinder 2: 4.02 in
Average diameter of cylinder 3: 4.02 in
Maximum load on cylinder 1: 59077 lbf
Maximum load on cylinder 2: 59090 lbf
Maximum load on cylinder 3: 64577 lbf
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
Type of fracture pattern of cylinder 3: 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
Age of specimen: 8 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 12.69 in^2
Cross sectional area of cylinder 2: 12.69 in^2
Cross sectional area of cylinder 3: 12.69 in^2
Compressive strength of cylinder 1: 4655.0 psi
Compressive strength of cylinder 2: 4656.0 psi
Compressive strength of cylinder 3: 5088.0 psi
Compressive strength (to nearest 10 psi): 4800 psi
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Bluehill Data Point File
Test graph for Cylinder Code 1 of 3

Source: Bluehill Data Point File
Test graph for Cylinder Code 2 of 3

Source: Bluehill Data Point File
Test graph for Cylinder Code 3 of 3

Test was verified on 8/24/2023