DIME » All Projects » Project DEA: 041G4304 » Sample 2019-07-08-2 » View Test Details

Summary for Test 2019-07-08-2-6

Test performed: ASTM C39-17a

Project Information

Project IdentifiersProject ID: 213702
DEA: 041G4304
EFIS: 0412000126
DIST-CO-RTE-PM04-NAP-128-R7.4
Award Date03/29/2019
Closeout Date12/08/2022
Work DescriptionREPLACE BRIDGE, HMA PAVING, DRAINAGE AND RSP
Location DescriptionNAPA COUNTY NEAR SAINT HELENA AT CONN CREEK
QA Service Level1 (Verified on 07/29/2019)

Sample Information

Sample Taken Date07/08/2019 Sample Unique Key2
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 testing07/10/2019
Sample typeQuality Control A brief description of the sample6x12 concrete cylinders
The quantity of what the sample constitutes8 Cylinders From where was the sample collectedFabricator
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 Materials Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifier28-Napa
Structure nameUnknown

Material Information

Material TypeConcrete The concrete mix design number4700
The truck number from where the sample was collected1219 The batch plant ticket number from where the sample was collected729403
Concrete batch plantShamrock Materials The fabricator/manufacturer designation for the sampleShamrock Materials
A detailed description of where the material sample was collectedShamrock Napa Plant Where the material sample would have been placed if not sampledUnknown
From Lot No.Unknown Bag Lot No.Unknown

Test Details

DIME Sample ID: 2019-07-08-2
DIME Test ID: 2019-07-08-2-6
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: 2019-08-05

Test Results


Unit system used?: US Units
Number of specimens: 4
Test performed: With no density determined
Input Type: Measured
Tester's full name: JK
Date of test: 08/05/2019
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.95 in
Average diameter of cylinder 2: 5.95 in
Average diameter of cylinder 3: 5.97 in
Average diameter of cylinder 4: 5.96 in
Maximum load on cylinder 1: 189410 lb
Maximum load on cylinder 2: 190136 lb
Maximum load on cylinder 3: 190968 lb
Maximum load on cylinder 4: 191156 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
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
Correction factor for cylinder 4: 1
Age of specimen: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 27.79 in^2
Cross sectional area of cylinder 2: 27.79 in^2
Cross sectional area of cylinder 3: 27.98 in^2
Cross sectional area of cylinder 4: 27.88 in^2
Compressive strength of cylinder 1: 6815.8 psi
Compressive strength of cylinder 2: 6841.9 psi
Compressive strength of cylinder 3: 6825.2 psi
Compressive strength of cylinder 4: 6856.4 psi
Compressive strength (to nearest 10 psi): 6830 psi
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Partner Data Point File
Test graph for Cylinder Code 1 of 4
Source: Partner Data Point File
Test graph for Cylinder Code 2 of 4
Source: Partner Data Point File
Test graph for Cylinder Code 3 of 4
Source: Partner Data Point File
Test graph for Cylinder Code 4 of 4

Test was verified on 8/5/2019 ✔