Summary for Test 2019-11-15-25-1
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 213411 DEA: 030H10U4 EFIS: 0317000246 |
|---|---|
| DIST-CO-RTE-PM | 03-SAC-5-9.7/24.9 |
| Award Date | 05/01/2019 |
| Closeout Date | 02/22/2024 |
| Work Description | Not set |
| Location Description | Construction on state highway in Sacramento County in and near Sacramento from 1.1 miles south of Elk Grove Boulevard to American River Viaduct |
| QA Service Level | 1 (Verified on 07/19/2019) |
Sample Information
| Sample Taken Date | 11/15/2019 | Sample Unique Key | 25 |
|---|---|---|---|
| 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 | 11/12/2019 |
| Sample type | Quality Assurance | A brief description of the sample | 4x8 concrete cylinders |
| The quantity of what the sample constitutes | three | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Unknown | Last name of sampler or witnessed by | unknown |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | jobsite | Transportation Laboratory (TL) Number | 78783 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Concrete | The concrete mix design number | 1604795 |
|---|---|---|---|
| The truck number from where the sample was collected | Unknown | The batch plant ticket number from where the sample was collected | jobsite |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| A detailed description of where the material sample was collected | jobsite | Where the material sample would have been placed if not sampled | Unknown |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
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DIME Sample ID: 2019-11-15-25
DIME Test ID: 2019-11-15-25-1
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: 2019-11-25
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: LMC
Date of test: 11/25/2019
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 4.01 in
Average diameter of cylinder 2: 4.00 in
Average diameter of cylinder 3: 4.01 in
Maximum load on cylinder 1: 74996 lb
Maximum load on cylinder 2: 74176 lb
Maximum load on cylinder 3: 74035 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
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: 10 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 12.62 in^2
Cross sectional area of cylinder 2: 12.56 in^2
Cross sectional area of cylinder 3: 12.62 in^2
Compressive strength of cylinder 1: 5942.6 psi
Compressive strength of cylinder 2: 5905.7 psi
Compressive strength of cylinder 3: 5866.5 psi
Compressive strength (to nearest 10 psi): 5900 psi
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Partner Data Point FileTest graph for Cylinder Code 1 of 3
Source: Partner Data Point File
Test graph for Cylinder Code 2 of 3
Source: Partner Data Point File
Test graph for Cylinder Code 3 of 3
Test was verified on 11/25/2019 ✔