Summary for Test 2018-01-10-12-1
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 213020 DEA: 07343301 EFIS: 0718000009 |
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DIST-CO-RTE-PM | 07-LA-60-VAR |
Award Date | Not set |
Closeout Date | Not set |
Work Description | Not set |
Location Description | Not set |
QA Service Level | 1 (Verified on 01/05/2018) |
Sample Information
Sample Taken Date | 01/10/2018 | Sample Unique Key | 12 |
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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 testing | 01/12/2018 |
Sample type | Per Request | A brief description of the sample | 3.3in cores |
The quantity of what the sample constitutes | 4 concrete cores | From where was the sample collected | Source |
First name of sampler or witnessed by | na | Last name of sampler or witnessed by | na |
Title of sampler | Unknown | Telephone number of sampler | Unknown |
Laboratory sample identification | Unknown | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | Stimson core S1 S2 S7 S8 | Transportation Laboratory (TL) Number | Unknown |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | Unknown |
Structure name | Unknown |
Material Information
Material Type | Concrete | The concrete mix design number | Unknown |
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The truck number from where the sample was collected | Unknown | The batch plant ticket number from where the sample was collected | Stimson |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
A detailed description of where the material sample was collected | Cores S1 S2 S7 S8 | Where the material sample would have been placed if not sampled | Unknown |
From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
DIME Sample ID: 2018-01-10-12
DIME Test ID: 2018-01-10-12-1
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: 2018-01-16
Test Results
Unit system used?: US Units
Number of specimens: 4
Test performed: With no density determined
Input Type: Measured
Tester's full name: Bang
Date of test: 01/16/2018
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 3.30 in
Average diameter of cylinder 2: 3.30 in
Average diameter of cylinder 3: 3.30 in
Average diameter of cylinder 4: 3.30 in
Maximum load on cylinder 1: 42199 lb
Maximum load on cylinder 2: 40411 lb
Maximum load on cylinder 3: 47991 lb
Maximum load on cylinder 4: 45141 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: 0.97
Correction factor for cylinder 2: 0.97
Correction factor for cylinder 3: 1
Correction factor for cylinder 4: 0.97
Age of specimen: 6 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 8.55 in^2
Cross sectional area of cylinder 2: 8.55 in^2
Cross sectional area of cylinder 3: 8.55 in^2
Cross sectional area of cylinder 4: 8.55 in^2
Compressive strength of cylinder 1: 4787.5 psi
Compressive strength of cylinder 2: 4584.6 psi
Compressive strength of cylinder 3: 5613 psi
Compressive strength of cylinder 4: 5121.3 psi
Compressive strength (to nearest 10 psi): 5030 psi
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Partner Data Point FileTest 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 1/16/2018 ✔