Summary for Test 2023-05-09-22-1

Test performed: ASTM C39-17a

Project Information

Project IdentifiersProject ID: 215396
DEA: 042K8404
EFIS: 0417000031
DIST-CO-RTE-PM04-SOL-29,80-0.0,0.8/1.6
Award Date03/26/2021
Closeout Date02/16/2024
Work DescriptionHMA, STRUCTURAL CONCRETE, CIDH PILING AND REBAR.
Location DescriptionSOLANO COUNTY IN VALLEJO AT ROUTE 80/29 SEPARATION AND ON ROUTE 80 FROM 0.2 MILE NORTH OF CARQUINEZ BRIDGE TOLL PLAZA TO 0.3 MILE SOUTH OF MAGAZINE STREET OVERCROSSING
QA Service Level1 (Verified on 01/25/2021)

Sample Information

Sample Taken Date05/09/2023 Sample Unique Key22
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testing05/10/2023
Sample typeQuality Assurance A brief description of the sampleStage 3 Type 836 barrier
The quantity of what the sample constitutes21 From where was the sample collectedJob Site
First name of sampler or witnessed byNestor Angelo Last name of sampler or witnessed byPerez
Title of samplerSR Telephone number of sampler5103939319
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameCentral Plant Martinez Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier23-0259
Structure nameRoute 80/29 Separation

Material Information

Material TypeConcrete The concrete mix design numberD20115EA
The truck number from where the sample was collected4 The batch plant ticket number from where the sample was collected335801
Concrete batch plantCentral Plant Martinez The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedConcrete from wheelbarrow Where the material sample would have been placed if not sampledStage 3 Type 836 barrier
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2023-05-09-22
DIME Test ID: 2023-05-09-22-1
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: 2023-06-06

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: 06/06/2023
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 4.03 in
Average diameter of cylinder 2: 4.05 in
Average diameter of cylinder 3: 4.03 in
Maximum load on cylinder 1: 65745 lbf
Maximum load on cylinder 2: 62728 lbf
Maximum load on cylinder 3: 61184 lbf
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 4
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
Correction factor for cylinder 2: 1
Correction factor for cylinder 3: 1
Age of specimen: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 12.76 in^2
Cross sectional area of cylinder 2: 12.88 in^2
Cross sectional area of cylinder 3: 12.76 in^2
Compressive strength of cylinder 1: 5154.0 psi
Compressive strength of cylinder 2: 4869.0 psi
Compressive strength of cylinder 3: 4797 psi
Compressive strength (to nearest 10 psi): 4940 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 6/6/2023