Summary for Test 2020-10-01-1-1
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 214572 DEA: 034E62U4 EFIS: 0319000068 |
|---|---|
| DIST-CO-RTE-PM | 03-ED-50-18.5/24.2 |
| Award Date | 05/04/2020 |
| Closeout Date | Not set |
| Work Description | CONSTRUCT UC, MED BARRIER, DRAINAGE SYSTEMS & HMA OVERLAY. |
| Location Description | EL DORADO COUNTY IN AND NEAR PLACERVILLE FROM MOSQUITO ROAD UNDERCROSSING TO SCHNELL SCHOOL ROAD UNDERCROSSING AND FROM 0.2 MILE WEST OF STILL MEADOW ROAD TO 0.2 MILE EAST OF CARSON ROAD |
| QA Service Level | 1 (Verified on 03/18/2020) |
Sample Information
| Sample Taken Date | 10/01/2020 | Sample Unique Key | 1 |
|---|---|---|---|
| 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 | 10/02/2020 |
| Sample type | Quality Assurance | A brief description of the sample | 6x12 concrete cylinders |
| The quantity of what the sample constitutes | 4 cylinders | From where was the sample collected | Fabricator |
| First name of sampler or witnessed by | Osiel | Last name of sampler or witnessed by | Ramirez |
| Title of sampler | LA METS QA Inspector | Telephone number of sampler | 5599740870 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Co-fab California, LLC | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | L123-095-20 | Structure unique identifier | |
| Structure name |
Material Information
| Material Type | Concrete | The concrete mix design number | SCC S9 8 25FA |
|---|---|---|---|
| The truck number from where the sample was collected | Load 2 | The batch plant ticket number from where the sample was collected | 1111111 |
| Concrete batch plant | Confab Shafter ca | The fabricator/manufacturer designation for the sample | |
| A detailed description of where the material sample was collected | beside casting bed | 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: 2020-10-01-1
DIME Test ID: 2020-10-01-1-1
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: 2020-11-02
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: 10/29/2020
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: 226240 lb
Maximum load on cylinder 2: 234940 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
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: 8002.8 psi
Compressive strength of cylinder 2: 8310.6 psi
Compressive strength (to nearest 10 psi): 8160 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/2/2020 ✔