Summary for Test 2019-09-18-4-1
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 213764 DEA: 080F0304 EFIS: 0800020358 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-60-R0.7/R3.0 |
| Award Date | 03/07/2019 |
| Closeout Date | 07/27/2023 |
| Work Description | REMOVE AND REPLACE THREE OVERCROSSING BRIDGES ON ROUTE 60 |
| Location Description | IN SAN BERNARDINO COUNTY IN AND NEAR CHINO AT VARIOUS LOCATIONS FROM O.1 MILE WEST OF PIPELINE AVENUE OVERCROSSING TO 0.1 MILE EAST OF BENSON AVENUE OVERCROSSING |
| QA Service Level | 1 (Verified on 05/01/2019) |
Sample Information
| Sample Taken Date | 09/18/2019 | Sample Unique Key | 4 |
|---|---|---|---|
| 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 | 09/18/2019 |
| Sample type | Control Sample | A brief description of the sample | 4x8 Cylinders |
| The quantity of what the sample constitutes | 3 | From where was the sample collected | Fabricator |
| First name of sampler or witnessed by | Rigo | Last name of sampler or witnessed by | Marin |
| Title of sampler | QAI | Telephone number of sampler | 951-500-0685 |
| Laboratory sample identification | 1003-918B | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Con-Fab, Inc | Transportation Laboratory (TL) Number | 502 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | P5 3/3 |
Material Information
| Material Type | Concrete | The concrete mix design number | SCC 9-8-25F |
|---|---|---|---|
| The truck number from where the sample was collected | Unknown | The batch plant ticket number from where the sample was collected | 980 |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | batch |
| A detailed description of where the material sample was collected | Discharge from concrete truck into wheelbarrow. | Where the material sample would have been placed if not sampled | Unknown |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
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DIME Sample ID: 2019-09-18-4
DIME Test ID: 2019-09-18-4-1
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: 2019-10-18
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: MM
Date of test: 10/16/2019
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 4.00 in
Average diameter of cylinder 2: 4.01 in
Average diameter of cylinder 3: 4.01 in
Maximum load on cylinder 1: 132390 lb
Maximum load on cylinder 2: 132770 lb
Maximum load on cylinder 3: 131030 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
Type of fracture pattern of cylinder 3: 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
Correction factor for cylinder 3: 1
Age of specimen: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 12.57 in^2
Cross sectional area of cylinder 2: 12.63 in^2
Cross sectional area of cylinder 3: 12.63 in^2
Compressive strength of cylinder 1: 10532.2 psi
Compressive strength of cylinder 2: 10512.3 psi
Compressive strength of cylinder 3: 10374.5 psi
Compressive strength (to nearest 10 psi): 10470 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/18/2019 ✔