Summary for Test 2018-05-31-12-2
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 208945 DEA: 07288604 EFIS: 0700021080 COOP: 074663 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-710-6.0-9.4 |
| Award Date | 09/02/2011 |
| Closeout Date | Not set |
| Work Description | Gerald Desmond Bridge Replacement - A Design Build project. IQA samples will be selected by Port/Caltrans representatives and sent to Translab for testing. |
| Location Description | Port of Long Beach (District 7) |
| QA Service Level | 1 (Verified on 06/03/2013) |
Sample Information
| Sample Taken Date | 05/31/2018 | Sample Unique Key | 12 |
|---|---|---|---|
| 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 | 06/01/2018 |
| Sample type | Quality Assurance | A brief description of the sample | 6x12 concrete cylinders |
| The quantity of what the sample constitutes | 6 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | SHERRI | Last name of sampler or witnessed by | brannon |
| Title of sampler | QA | Telephone number of sampler | Unknown |
| Laboratory sample identification | 866-341BB | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | A and A READY MIX- | Transportation Laboratory (TL) Number | 866-341BB |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | PRECAST BRIDGE DECK SLABS B17 NUMBER251 |
| Structure name | PRECAST BRIDGE DECK SLABS B17 NUMBER251 |
Material Information
| Material Type | Concrete | The concrete mix design number | SFI LWSBS5 |
|---|---|---|---|
| The truck number from where the sample was collected | 428 | The batch plant ticket number from where the sample was collected | 428426 |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | SFI |
| A detailed description of where the material sample was collected | CHUTE | 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: 2018-05-31-12
DIME Test ID: 2018-05-31-12-2
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: 2018-09-28
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: MC
Date of test: 09/20/2018
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.03 in
Average diameter of cylinder 2: 6.03 in
Maximum load on cylinder 1: 215290 lb
Maximum load on cylinder 2: 214940 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: 112 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.56 in^2
Cross sectional area of cylinder 2: 28.56 in^2
Compressive strength of cylinder 1: 7538.2 psi
Compressive strength of cylinder 2: 7525.9 psi
Compressive strength (to nearest 10 psi): 7530 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/21/2018 ✔