Summary for Test 2016-08-11-4-2
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 210696 DEA: 080M2804 EFIS: 0800000472 |
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DIST-CO-RTE-PM | 08-SBD-15-171.8/173.8 |
Award Date | 11/04/2015 |
Closeout Date | 08/21/2018 |
Work Description | BRIDGE REPLACEMENT AND WIDEN, CONC AND HMA PVMT, COLD PLANE AC PVMT. |
Location Description | In SBD County |
QA Service Level | 1 (Verified on 10/19/2015) |
Sample Information
Sample Taken Date | 08/11/2016 | 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 | 08/15/2016 |
Sample type | Quality Assurance | A brief description of the sample | 6x12 concrete cylinders |
The quantity of what the sample constitutes | 6 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | A | Last name of sampler or witnessed by | Almaw |
Title of sampler | ASR | Telephone number of sampler | Unknown |
Laboratory sample identification | 942-54 | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | Cal portland | Transportation Laboratory (TL) Number | 116254 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | Unknown |
Structure name | BRIDGE 54 1308 L |
Material Information
Material Type | Concrete | The concrete mix design number | NOT PROVIDED |
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The truck number from where the sample was collected | NOT PROVIDED | The batch plant ticket number from where the sample was collected | NOT PROVIDED |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | NOT PROVIDED |
A detailed description of where the material sample was collected | STAGE 1 | Where the material sample would have been placed if not sampled | BRIDGE 54 1308 L BENT 2 FOOTING STAGE 1 |
From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
DIME Sample ID: 2016-08-11-4
DIME Test ID: 2016-08-11-4-2
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: 2016-09-08
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: 09/08/2016
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 132100 lb
Maximum load on cylinder 2: 135400 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: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 4656.3 psi
Compressive strength of cylinder 2: 4772.6 psi
Compressive strength (to nearest 10 psi): 4710 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/8/2016 ✔