Summary for Test 2022-03-30-4-5
Test performed: ASTM C39-21Project Information
| Project Identifiers | Project ID: 214663 DEA: 081F7304 EFIS: 0815000034 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-215-2.7 |
| Award Date | 03/04/2021 |
| Closeout Date | 06/03/2025 |
| Work Description | REPLACE CONCRETE BRIDGE, PLACE CONCRETE PCPS GIRDERS AND HMA. |
| Location Description | SAN BERNARDINO COUNTY IN COLTON AT WASHINGTON STREET OVERCROSSING |
| QA Service Level | 1 (Verified on 02/24/2021) |
Sample Information
| Sample Taken Date | 03/30/2022 | Sample Unique Key | 4 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/01/2022 | Sample type | Quality Control |
| A brief description of the sample | 6x12 | The quantity of what the sample constitutes | 8 |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Rhea Chizitere and Ramy |
| Last name of sampler or witnessed by | np | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 1037-1 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | sec paving | |
| Transportation Laboratory (TL) Number | 1 | 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 | 1610974 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | np | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | truck | Where the material sample would have been placed if not sampled | abut 1 stage 1 footing |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2022-03-30-4
DIME Test ID: 2022-03-30-4-5
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2022-05-24
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: 04/27/2022
Capped in accordance with?: no data
Apparent mass of submerged cylinder 1: 0 lb
Average diameter of cylinder 1: 5.98 in
Average diameter of cylinder 2: 5.98 in
Maximum load on cylinder 1: 179280 lb
Maximum load on cylinder 2: 174220 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 2
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: 28 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 28.09 in^2
Cross sectional area of cylinder 2: 28.09 in^2
Compressive strength of cylinder 1: 6382.3 psi
Compressive strength of cylinder 2: 6202.2 psi
Compressive strength (to nearest 10 psi): 6290 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/24/2022 ✔