Summary for Test 2018-08-15-13-1
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 211982 DEA: 060K4604 EFIS: 0612000105 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-46,99-57.3/57.8,43.9/44.6 |
| Award Date | 05/05/2017 |
| Closeout Date | 10/17/2019 |
| Work Description | REALIGN ROADWAY AND CONSTRUCT NEW BRIDGE. |
| Location Description | KERN COUNTY NEAR FAMOSO ON ROUTE 46 FROM 0.5 MILE WEST OF ROUTE 46/99 SEPARATION TO 0.1 MILE EAST OF ROUTE 46/99 SEPARATION AND ON ROUTE 99 FROM 0.4 MILE SOUTH OF ROUTE 46/99 SEPARATION TO 0.3 MILE NORTH OF ROUTE 46/99 SEPARATION |
| QA Service Level | 1 (Verified on 06/26/2017) |
Sample Information
| Sample Taken Date | 08/15/2018 | Sample Unique Key | 13 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/20/2018 | Sample type | Quality Assurance |
| A brief description of the sample | concrete cylinders | The quantity of what the sample constitutes | 3 cylinders |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | joe |
| Last name of sampler or witnessed by | La Farge | Title of sampler | Unknown |
| Telephone number of sampler | Unknown | Laboratory sample identification | Unknown |
| Linked DIME Sample ID | Unknown | The fabricator/manufacturer/facility name | Jobsite |
| Transportation Laboratory (TL) Number | 819455 | Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown |
| Structure unique identifier | Unknown | Structure name | Unknown |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | 000000000 |
|---|---|---|---|
| The truck number from where the sample was collected | Unknown | The batch plant ticket number from where the sample was collected | 00000000000000 |
| 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: 2018-08-15-13
DIME Test ID: 2018-08-15-13-1
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: 2018-08-29
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: 08/29/2018
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 3.00 in
Average diameter of cylinder 2: 3.00 in
Average diameter of cylinder 3: 3.00 in
Maximum load on cylinder 1: 156173 lb
Maximum load on cylinder 2: 158083 lb
Maximum load on cylinder 3: 160053 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: 1.00
Correction factor for cylinder 2: 1.00
Correction factor for cylinder 3: 1.00
Age of specimen: 14 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 7.07 in^2
Cross sectional area of cylinder 2: 7.07 in^2
Cross sectional area of cylinder 3: 7.07 in^2
Compressive strength of cylinder 1: 22089.5 psi
Compressive strength of cylinder 2: 22359.7 psi
Compressive strength of cylinder 3: 22638.3 psi
Compressive strength (to nearest 10 psi): 22360 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 8/29/2018 ✔