Summary for Test 2020-10-02-23-1
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 213747 DEA: 080Q9104 EFIS: 0800020580 |
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DIST-CO-RTE-PM | 08-SBD-10-R23.8 |
Award Date | 01/30/2019 |
Closeout Date | 07/27/2022 |
Work Description | RETROFIT BRIDGE PIER WALLS, FOOTINGS AND POLYESTER CONCRETE OVERLAY. |
Location Description | SAN BERNARDINO COUNTY IN COLTON AT THE SANTA ANA RIVER BRIDGES |
QA Service Level | 1 (Verified on 03/18/2019) |
Sample Information
Sample Taken Date | 10/02/2020 | Sample Unique Key | 23 |
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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 | 10/20/2020 |
Sample type | Quality Assurance | A brief description of the sample | Concrete Cylinders |
The quantity of what the sample constitutes | Unknown Quantity | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Eddy | Last name of sampler or witnessed by | Scott |
Title of sampler | ASR | Telephone number of sampler | |
Laboratory sample identification | 1017-1 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Holiday Rock | Transportation Laboratory (TL) Number | 1 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Concrete | The concrete mix design number | 3H40H008 |
---|---|---|---|
The truck number from where the sample was collected | Unknown | The batch plant ticket number from where the sample was collected | Unknown |
Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
A detailed description of where the material sample was collected | Unknown | Where the material sample would have been placed if not sampled | Stage 2 Barton Road OC Soffet and Stem Pour |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2020-10-02-23
DIME Test ID: 2020-10-02-23-1
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: JOSE GUZMAN
Date of test: 10/30/2020
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: 150110 lb
Maximum load on cylinder 2: 155040 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
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: 5309.9 psi
Compressive strength of cylinder 2: 5484.3 psi
Compressive strength (to nearest 10 psi): 5400 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/2/2020 ✔