Summary for Test 2024-03-25-21-2
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 994595 DEA: 081M2204 EFIS: 0821000094 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-15,138,173-Var |
| Award Date | 05/24/2023 |
| Closeout Date | 08/30/2024 |
| Work Description | POLYESTER CONCRETE OVERLAY AND REPLACE JOINT SEALS. |
| Location Description | SAN BERNARDINO COUNTY AT VARIOUS LOCATIONS. |
| QA Service Level | 1 (Verified on 07/18/2023) |
Sample Information
| Sample Taken Date | 03/25/2024 | Sample Unique Key | 21 |
|---|---|---|---|
| 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 | 03/27/2024 |
| Sample type | Quality Assurance | A brief description of the sample | Concrete Cylinders |
| The quantity of what the sample constitutes | 4 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Andrew | Last name of sampler or witnessed by | Tran |
| Title of sampler | Asst Structures Rep | Telephone number of sampler | |
| Laboratory sample identification | 1064-325 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | George Throop | Transportation Laboratory (TL) Number | 1064-325 |
| 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 | 2007-007 |
|---|---|---|---|
| The truck number from where the sample was collected | 114 | The batch plant ticket number from where the sample was collected | 8466 |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | SB 138 Bridge | 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: 2024-03-25-21
DIME Test ID: 2024-03-25-21-2
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: 2024-05-06
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: 04/03/2024
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1: 4.01 in
Average diameter of cylinder 2: 4.02 in
Maximum load on cylinder 1: 88310 lb
Maximum load on cylinder 2: 85970 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 3
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: 9 days
Cross sectional area of cylinder 1: 12.63 in^2
Cross sectional area of cylinder 2: 12.69 in^2
Compressive strength of cylinder 1: 6992.1 psi
Compressive strength of cylinder 2: 6774.6 psi
Compressive strength (to nearest 10 psi): 6880 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/6/2024 ✔