Summary for Test 2020-08-20-30-1
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 212112 DEA: 080C2514 EFIS: 0816000076 COOP: 081645 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-10-0.0/13.2 |
| Award Date | 06/06/2018 |
| Closeout Date | Not set |
| Work Description | Design-Build of I-10 Corridor Contract 1 - Adding 2 new Express Lanes |
| Location Description | LA/SBD County Line to PM 13.2 near I-15 |
| QA Service Level | 1 (Verified on 10/16/2019) |
Sample Information
| Sample Taken Date | 08/20/2020 | Sample Unique Key | 30 |
|---|---|---|---|
| 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 | 08/24/2020 |
| Sample type | Quality Assurance | A brief description of the sample | 6x12 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 | Eddie | Last name of sampler or witnessed by | Jabbour |
| Title of sampler | QA Tech | Telephone number of sampler | |
| Laboratory sample identification | 1015-820 | Linked DIME Sample ID | 2020-08-20-30 |
| The fabricator/manufacturer/facility name | Cemex Lytle Creek | Transportation Laboratory (TL) Number | 1 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Sultana Bridge OC |
Material Information
| Material Type | Concrete | The concrete mix design number | 1610974 |
|---|---|---|---|
| The truck number from where the sample was collected | 10070479 | The batch plant ticket number from where the sample was collected | 29185121 |
| Concrete batch plant | Cemex Lytle Creek | The fabricator/manufacturer designation for the sample | |
| A detailed description of where the material sample was collected | Dischard fron concrete truck into wheelbarrow. | Where the material sample would have been placed if not sampled | Sultana Ave OC Bent 2 Footings |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2020-08-20-30
DIME Test ID: 2020-08-20-30-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2020-10-01
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Jose Guzman
Date of test: 09/17/2020
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 143890 lb
Maximum load on cylinder 2: 139700 lb
Type of fracture pattern of cylinder 1: 4
Type of fracture pattern of cylinder 2: 4
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: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength of cylinder 1: 5089.8 psi
Compressive strength of cylinder 2: 4941.6 psi
Compressive strength (to nearest 10 psi): 5020 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/1/2020 ✔