Summary for Test 2016-12-19-2-7
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 210696 DEA: 080M2804 EFIS: 0800000472 |
|---|---|
| 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 | 12/19/2016 | Sample Unique Key | 2 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 12/29/2016 | Sample type | Quality Control |
| 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 | S AND A |
| Last name of sampler or witnessed by | CHO AND ALMAW | Title of sampler | ASR |
| Telephone number of sampler | Unknown | Laboratory sample identification | 942-12 |
| Linked DIME Sample ID | Unknown | The fabricator/manufacturer/facility name | CALPORTLAND |
| Transportation Laboratory (TL) Number | 012 | Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown |
| Structure unique identifier | SBC AT MT PASS FROM 0 3M | Structure name | CENDA DITCH DECK |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | P40AF033SRA |
|---|---|---|---|
| The truck number from where the sample was collected | 8059 | The batch plant ticket number from where the sample was collected | S493496 |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| A detailed description of where the material sample was collected | TRUCK | Where the material sample would have been placed if not sampled | Unknown |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
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DIME Sample ID: 2016-12-19-2
DIME Test ID: 2016-12-19-2-7
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: 2017-01-25
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: 01/17/2017
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.99 in
Average diameter of cylinder 2: 5.97 in
Maximum load on cylinder 1: 114170 lb
Maximum load on cylinder 2: 112590 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 4
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1.00
Correction factor for cylinder 2: no data
Age of specimen: 29 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.18 in^2
Cross sectional area of cylinder 2: 27.99 in^2
Compressive strength of cylinder 1: 4051.5 psi
Compressive strength of cylinder 2: 4022.5 psi
Compressive strength (to nearest 10 psi): 4040 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/18/2017 ✔