Summary for Test 2016-09-15-6-3
Test performed: ASTM C39-10Project 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 | 09/15/2016 | Sample Unique Key | 6 |
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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 | 08/21/2016 |
Sample type | Quality Assurance | A brief description of the sample | 6x12 concrete cylinders |
The quantity of what the sample constitutes | 8 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Amber | Last name of sampler or witnessed by | Christian |
Title of sampler | ASR | Telephone number of sampler | Unknown |
Laboratory sample identification | 942-06 | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | Cal portland | Transportation Laboratory (TL) Number | 006 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | Unknown |
Structure name | CENDA BRIDGE 54 1308L |
Material Information
Material Type | Concrete | The concrete mix design number | P40AF883 |
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The truck number from where the sample was collected | 8189 | The batch plant ticket number from where the sample was collected | S485900 |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | NOT PROVIDED |
A detailed description of where the material sample was collected | truck | Where the material sample would have been placed if not sampled | CENDA BRIDGE 54 1308L ABUT 1 WALL AND WW |
From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
DIME Sample ID: 2016-09-15-6
DIME Test ID: 2016-09-15-6-3
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2016-10-13
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: 10/13/2016
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: 184080 lb
Maximum load on cylinder 2: 182390 lb
Type of fracture pattern of cylinder 1: 1
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: no data
Age of specimen: 28 days
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: 6488.5 psi
Compressive strength of cylinder 2: 6429.0 psi
Compressive strength (to nearest 10 psi): 6460 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/13/2016 ✔