Summary for Test 2018-06-20-39-1
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 | 06/20/2018 | Sample Unique Key | 39 |
---|---|---|---|
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 | 06/21/2018 |
Sample type | Quality Assurance | A brief description of the sample | 6X12 |
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 Inspector | Telephone number of sampler | Unknown |
Laboratory sample identification | 866-0620 | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | AA Ready Mix | Transportation Laboratory (TL) Number | L48-039-18 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | Unknown |
Structure name | Unknown |
Material Information
Material Type | Concrete | The concrete mix design number | SFI-LWSBS5 |
---|---|---|---|
The truck number from where the sample was collected | 373 | The batch plant ticket number from where the sample was collected | 429225 |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
A detailed description of where the material sample was collected | site | Where the material sample would have been placed if not sampled | Lightweight Deck Slabs A1 3 and B16B 243 |
From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
DIME Sample ID: 2018-06-20-39
DIME Test ID: 2018-06-20-39-1
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: 2018-09-19
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: MM
Date of test: 09/12/2018
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.02 in
Maximum load on cylinder 1: 210740 lb
Maximum load on cylinder 2: 213960 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: 84 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.46 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Compressive strength of cylinder 1: 7404.8 psi
Compressive strength of cylinder 2: 7517.9 psi
Compressive strength (to nearest 10 psi): 7460 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/12/2018 ✔