Summary for Test 2020-08-21-22-1
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 214029 DEA: 07301104 EFIS: 0714000009 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-60,710-710-R2.8/11.8, 24.1/25.1 |
| Award Date | 06/03/2019 |
| Closeout Date | 10/17/2023 |
| Work Description | Roadway ex, place jointed plain concrete pavement & concrete barrieres |
| Location Description | In Los Angeles County at avocado Heights on Route 60 from 0.5 Mile west of Route 60/710 Separation to Route 60/605 Separation AND on Route 710 from 0.5 miles south of Route 710/60 Separation to 0.5 mile north of Route 710/60 Separation. |
| QA Service Level | 1 (Verified on 06/25/2019) |
Sample Information
| Sample Taken Date | 08/21/2020 | Sample Unique Key | 22 |
|---|---|---|---|
| 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 | 08/28/2020 |
| Sample type | Quality Assurance | A brief description of the sample | CONCRETE CYLINDERS |
| The quantity of what the sample constitutes | 25 cu yd | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | NA | Last name of sampler or witnessed by | NA |
| Title of sampler | NA | Telephone number of sampler | |
| Laboratory sample identification | 1011-21 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Robertsons Irwindale | Transportation Laboratory (TL) Number | 1011-21 |
| 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 | SC675B38 |
|---|---|---|---|
| The truck number from where the sample was collected | NA | The batch plant ticket number from where the sample was collected | NA |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| A detailed description of where the material sample was collected | LOAD 3 | Where the material sample would have been placed if not sampled | FOOTING |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
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DIME Sample ID: 2020-08-21-22
DIME Test ID: 2020-08-21-22-1
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: 2020-10-02
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: 09/18/2020
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 110100 lb
Maximum load on cylinder 2: 106170 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
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: no data
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 3894.6 psi
Compressive strength of cylinder 2: 3742.3 psi
Compressive strength (to nearest 10 psi): 3820 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/2/2020 ✔