Summary for Test 2022-05-10-37-1
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 214663 DEA: 081F7304 EFIS: 0815000034 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-215-2.7 |
| Award Date | Not set |
| Closeout Date | Not set |
| 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 | 05/10/2022 | Sample Unique Key | 37 |
|---|---|---|---|
| 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 | 05/11/2022 |
| Sample type | Quality Control | A brief description of the sample | 6x12 |
| The quantity of what the sample constitutes | 4 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Nathan | Last name of sampler or witnessed by | OGBASELLASIE |
| Title of sampler | QA Inspector | Telephone number of sampler | |
| Laboratory sample identification | 1037-512 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | NA | Transportation Laboratory (TL) Number | 1 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Concrete | The concrete mix design number | 1611614 |
|---|---|---|---|
| The truck number from where the sample was collected | 10067790 | The batch plant ticket number from where the sample was collected | 52770088 |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | NB 215 Washington Exit RW 105 load 3 | Where the material sample would have been placed if not sampled | |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2022-05-10-37
DIME Test ID: 2022-05-10-37-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2022-06-06
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: 05/24/2022
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 5.98 in
Average diameter of cylinder 2: 5.99 in
Maximum load on cylinder 1: 138000 lb
Maximum load on cylinder 2: 136370 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
Correction factor for cylinder 2: 1
Age of specimen: 14 days
Cross sectional area of cylinder 1: 28.09 in^2
Cross sectional area of cylinder 2: 28.18 in^2
Compressive strength of cylinder 1: 4912.8 psi
Compressive strength of cylinder 2: 4839.2 psi
Compressive strength (to nearest 10 psi): 4880 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/6/2022 ✔