Summary for Test 2017-01-18-18-1
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 | 18 |
---|---|---|---|
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 | 02/23/2017 |
Sample type | Quality Assurance | A brief description of the sample | 3 x 6 Lightwight concrete |
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 Engineer | Telephone number of sampler | Unknown |
Laboratory sample identification | 866-L10 | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | SFI | Transportation Laboratory (TL) Number | 011817RWNLCCL10 |
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 | 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 | MIXED ON SITE |
A detailed description of where the material sample was collected | TREMIE PIPE | Where the material sample would have been placed if not sampled | RW N LCC LIFT CLASS II |
From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
DIME Sample ID: 2017-01-18-18
DIME Test ID: 2017-01-18-18-1
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: 2017-02-21
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: 2.96 in
Average diameter of cylinder 2: 2.98 in
Average diameter of cylinder 3: 2.98 in
Average diameter of cylinder 4: 2.95 in
Maximum load on cylinder 1: 890 lb
Maximum load on cylinder 2: 1000 lb
Maximum load on cylinder 3: 860 lb
Maximum load on cylinder 4: 900 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 2
Type of fracture pattern of cylinder 3: 2
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
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: 6.88 in^2
Cross sectional area of cylinder 2: 6.97 in^2
Cross sectional area of cylinder 3: 6.97 in^2
Cross sectional area of cylinder 4: 6.83 in^2
Compressive strength of cylinder 1: 129.4 psi
Compressive strength of cylinder 2: 143.5 psi
Compressive strength of cylinder 3: 123.4 psi
Compressive strength of cylinder 4: 131.8 psi
Compressive strength (to nearest 10 psi): 130 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/21/2017 ✔