Summary for Test 2023-08-28-31-1
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 | 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 | 08/28/2023 | Sample Unique Key | 31 |
|---|---|---|---|
| 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 | 08/31/2023 |
| Sample type | Quality Assurance | A brief description of the sample | 4x8 |
| The quantity of what the sample constitutes | 12 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Victor Wami and | Last name of sampler or witnessed by | Eddy Scott |
| Title of sampler | ASR | Telephone number of sampler | |
| Laboratory sample identification | 1037-828 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Cemex | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Concrete | The concrete mix design number | 1610887 |
|---|---|---|---|
| The truck number from where the sample was collected | Not Provided on TL | The batch plant ticket number from where the sample was collected | Not Provided on TL |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Bridge Deck Washington Ave OC | 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: 2023-08-28-31
DIME Test ID: 2023-08-28-31-1
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: 2023-09-11
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Matthew Clayton
Date of test: 09/02/2023
Capped in accordance with?: no data
Apparent mass of submerged cylinder 1: 0 lb
Average diameter of cylinder 1: 4.02 in
Average diameter of cylinder 2: 4.03 in
Average diameter of cylinder 3: 4.02 in
Maximum load on cylinder 1: 58320 lb
Maximum load on cylinder 2: 57065 lb
Maximum load on cylinder 3: 58440 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
Type of fracture pattern of cylinder 3: 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
Correction factor for cylinder 3: 1.00
Age of specimen: 5 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 12.69 in^2
Cross sectional area of cylinder 2: 12.76 in^2
Cross sectional area of cylinder 3: 12.69 in^2
Compressive strength of cylinder 1: 4600.0 psi
Compressive strength of cylinder 2: 4470.0 psi
Compressive strength of cylinder 3: 4610 psi
Compressive strength (to nearest 10 psi): 4560 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/11/2023 ✔