Summary for Test 2017-01-18-9-1
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 | 01/18/2017 | Sample Unique Key | 9 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 01/30/2017 | Sample type | Quality Control |
| A brief description of the sample | 3X6 | The quantity of what the sample constitutes | 4 |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | SAMI |
| Last name of sampler or witnessed by | DEEB | Title of sampler | LEAD IQA ENG |
| Telephone number of sampler | Unknown | Laboratory sample identification | 866-L9 |
| Linked DIME Sample ID | Unknown | The fabricator/manufacturer/facility name | NP |
| Transportation Laboratory (TL) Number | 011817RWNLCCL9 | Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown |
| Structure unique identifier | OCEAN BLVD TO SR 47 IN LB | Structure name | RW N LCC LIFT 9 CLASS III |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | NA |
|---|---|---|---|
| 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 | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| A detailed description of where the material sample was collected | TREMIE PIPE | 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: 2017-01-18-9
DIME Test ID: 2017-01-18-9-1
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: 2017-03-09
Test Results
Unit system used?: US Units
Number of specimens: 4
Test performed: With no density determined
Input Type: Measured
Tester's full name: Matthew Clayton
Date of test: 02/15/2017
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 3.00 in
Average diameter of cylinder 2: 3.00 in
Average diameter of cylinder 3: 3.00 in
Average diameter of cylinder 4: 3.00 in
Maximum load on cylinder 1: 1970 lb
Maximum load on cylinder 2: 2090 lb
Maximum load on cylinder 3: 2180 lb
Maximum load on cylinder 4: 2360 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
Type of fracture pattern of cylinder 3: 1
Type of fracture pattern of cylinder 4: 1
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1.00
Correction factor for cylinder 2: no data
Correction factor for cylinder 3: no data
Correction factor for cylinder 4: no data
Age of specimen: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 7.07 in^2
Cross sectional area of cylinder 2: 7.07 in^2
Cross sectional area of cylinder 3: 7.07 in^2
Cross sectional area of cylinder 4: 7.07 in^2
Compressive strength of cylinder 1: 278.6 psi
Compressive strength of cylinder 2: 295.6 psi
Compressive strength of cylinder 3: 308.3 psi
Compressive strength of cylinder 4: 333.8 psi
Compressive strength (to nearest 10 psi): 300 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/9/2017 ✔