Summary for Test 2016-10-04-9-2
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 211529 DEA: 11427404 |
---|---|
DIST-CO-RTE-PM | 11-SD-94-50.64, 50.64 |
Award Date | Not set |
Closeout Date | Not set |
Work Description | Replace Campo Creek bridge # 57-0120 |
Location Description | Not set |
QA Service Level | 1 (Verified on 08/23/2016) |
Sample Information
Sample Taken Date | 10/04/2016 | Sample Unique Key | 9 |
---|---|---|---|
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 | 10/05/2016 |
Sample type | Quality Assurance | A brief description of the sample | 6x12 concrete cylinders |
The quantity of what the sample constitutes | 2 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | DAVID | Last name of sampler or witnessed by | WEEKS |
Title of sampler | QA INSPECTOR | Telephone number of sampler | Unknown |
Laboratory sample identification | 948-006 | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | OLDCAST PRECAST PERRIS | Transportation Laboratory (TL) Number | L79-7466-006 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | CAMPO CREEK BRIDGE |
Structure name | CAMPO CREEK BRIDGE |
Material Information
Material Type | Concrete | The concrete mix design number | UV-300 |
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The truck number from where the sample was collected | 5 | The batch plant ticket number from where the sample was collected | 53847 |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | OLDCASTLE PRECAST CASTING BED A4 |
A detailed description of where the material sample was collected | TUCKER TRANSPORTER DISCHARGE | Where the material sample would have been placed if not sampled | OLDCASTLE PRECAST CASTING BED A4 |
From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
DIME Sample ID: 2016-10-04-9
DIME Test ID: 2016-10-04-9-2
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: 2016-10-20
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Matthew Clayton
Date of test: 10/11/2016
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: 234650 lb
Maximum load on cylinder 2: 231470 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 2
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
Age of specimen: 7 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: 8216.0 psi
Compressive strength of cylinder 2: 8104.7 psi
Compressive strength (to nearest 10 psi): 8160 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/20/2016 ✔