Summary for Test 2018-01-02-4-1
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 208945 DEA: 07288604 EFIS: 0700021080 COOP: 074663 |
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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 | 01/02/2018 | Sample Unique Key | 4 |
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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 | 01/04/2018 |
Sample type | Quality Control | A brief description of the sample | 6x12 |
The quantity of what the sample constitutes | 4 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | GARY | Last name of sampler or witnessed by | MACOMB |
Title of sampler | ASI | Telephone number of sampler | Unknown |
Laboratory sample identification | 866-18 | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | AA | Transportation Laboratory (TL) Number | L10-001-18 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | NORTH SLABS C5C 145 |
Structure name | Unknown |
Material Information
Material Type | Concrete | The concrete mix design number | SFI-LWSBS5 |
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The truck number from where the sample was collected | 507 | The batch plant ticket number from where the sample was collected | 421626 |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
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
DIME Sample ID: 2018-01-02-4
DIME Test ID: 2018-01-02-4-1
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: 2018-01-30
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: 01/30/2018
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: 219430 lb
Maximum load on cylinder 2: 222650 lb
Type of fracture pattern of cylinder 1: 2
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: 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: 7761.9 psi
Compressive strength of cylinder 2: 7875.8 psi
Compressive strength (to nearest 10 psi): 7820 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/30/2018 ✔