Summary for Test 2020-12-08-2-1
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 214466 DEA: 081F1414 EFIS: 0815000231 |
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DIST-CO-RTE-PM | 08-RIV-15-15-54.2/54.3 |
Award Date | 01/02/2020 |
Closeout Date | 05/26/2022 |
Work Description | Slab & lane replacement with JPCP & precast conc pavement, place HMA. |
Location Description | Riverside and San Diego County |
QA Service Level | 1 (Verified on 03/20/2020) |
Sample Information
Sample Taken Date | 12/08/2020 | Sample Unique Key | 2 |
---|---|---|---|
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 | 12/09/2020 |
Sample type | Quality Assurance | A brief description of the sample | 4 Concrete Cylinders |
The quantity of what the sample constitutes | 4 Cylinders | From where was the sample collected | Job Site |
First name of sampler or witnessed by | RAMY | Last name of sampler or witnessed by | M |
Title of sampler | TET | Telephone number of sampler | |
Laboratory sample identification | 1013-61 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | NA | Transportation Laboratory (TL) Number | 145761 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Concrete | The concrete mix design number | 93-20-PCC-215 |
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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 | NA | The fabricator/manufacturer designation for the sample | NA |
A detailed description of where the material sample was collected | NA | Where the material sample would have been placed if not sampled | UNKNOWN |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2020-12-08-2
DIME Test ID: 2020-12-08-2-1
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: 2020-12-28
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Edmond Jabbour
Date of test: 12/15/2020
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.02 in
Maximum load on cylinder 1: 82785 lb
Maximum load on cylinder 2: 84255 lb
Type of fracture pattern of cylinder 1: 3
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
Correction factor for cylinder 2: 1
Age of specimen: 7 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Compressive strength of cylinder 1: 2918.0 psi
Compressive strength of cylinder 2: 2960.5 psi
Compressive strength (to nearest 10 psi): 2940 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/28/2020 ✔