Summary for Test 2021-08-07-4-1
Test performed: ASTM C39-18Project Information
| Project Identifiers | Project ID: 214665 DEA: 081G5504 EFIS: 0816000035 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-40-R28.9 |
| Award Date | 03/09/2021 |
| Closeout Date | 01/18/2022 |
| Work Description | REPLACE WEIGH-IN-MOTION SYSTEM WITH HIGH SPEED WEIGH-IN-MOTION SYSTEM. |
| Location Description | SAN BERNARDINO COUNTY NEAR NEWBERRY SPRINGS AT 3.6 MILES WEST OF HECTOR ROAD UNDERCROSSING |
| QA Service Level | 1 (Verified on 06/23/2021) |
Sample Information
| Sample Taken Date | 08/07/2021 | Sample Unique Key | 4 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/13/2021 | Sample type | Quality Assurance |
| A brief description of the sample | Concrete Cylinders | The quantity of what the sample constitutes | 2 Cylinders |
| From where was the sample collected | Other | First name of sampler or witnessed by | Larry |
| Last name of sampler or witnessed by | Francisco | Title of sampler | TE |
| Telephone number of sampler | Laboratory sample identification | 1034-87 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Short Load Concrete Inc | |
| Transportation Laboratory (TL) Number | 1034-87 | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | CTS-65-EHI |
|---|---|---|---|
| The truck number from where the sample was collected | Not Provided | The batch plant ticket number from where the sample was collected | Not Provided |
| Concrete batch plant | Not Provided | The fabricator/manufacturer designation for the sample | |
| A detailed description of where the material sample was collected | Not Provided | Where the material sample would have been placed if not sampled | Not Provided |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2021-08-07-4
DIME Test ID: 2021-08-07-4-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2021-08-17
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Matthew Clayton
Date of test: 08/14/2021
Average diameter of cylinder 1: 5.98 in
Average diameter of cylinder 2: 5.97 in
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Maximum load on cylinder 1: 160280 lb
Maximum load on cylinder 2: 159990 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 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
Age of specimen: 7 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 28.09 in^2
Cross sectional area of cylinder 2: 27.99 in^2
Compressive strength of cylinder 1: 5705.9 psi
Compressive strength of cylinder 2: 5716.0 psi
Compressive strength (to nearest 10 psi): 5710 psi
General comments (publicly viewable) (Max 1000 characters): Tested at 8:30PM.
Test was verified on 8/17/2021 ✔