Summary for Test 2016-07-06-9-3
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 210798 DEA: 030G0304 EFIS: 0314000027 |
|---|---|
| DIST-CO-RTE-PM | 03-ED,PLA-50,80,193-VAR |
| Award Date | 02/10/2016 |
| Closeout Date | 11/30/2017 |
| Work Description | RESURFACE BRIDGE DECKS, JOINT SEALS, CONCRETE BARRIER AND SLABS. |
| Location Description | IN EL DORADO AND PLACER COUNTIES ATVARIOUS LOCATIONS (FED SPES NUMBER 00PE015) |
| QA Service Level | 1 (Verified on 10/20/2015) |
Sample Information
| Sample Taken Date | 07/06/2016 | 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 | 07/12/2016 |
| Sample type | Quality Assurance | A brief description of the sample | Class 1 corrosive environment deck |
| The quantity of what the sample constitutes | 53 cubic yards | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Alfredo | Last name of sampler or witnessed by | Carranza |
| Title of sampler | ASR | Telephone number of sampler | (916) 203-5039 |
| Laboratory sample identification | Unknown | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | Folsom Ready Mix | Transportation Laboratory (TL) Number | Unknown |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | 250063 |
| Structure name | Schnell School Road UC | Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | SF718CFSTO |
|---|---|---|---|
| The truck number from where the sample was collected | 48 | The batch plant ticket number from where the sample was collected | 177013 |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Plant |
| 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: 2016-07-06-9
DIME Test ID: 2016-07-06-9-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2016-08-03
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Bang
Date of test: 08/03/2016
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.98 in
Average diameter of cylinder 2: 5.99 in
Maximum load on cylinder 1: 111828 lb
Maximum load on cylinder 2: 114402 lb
Type of fracture pattern of cylinder 1: 3
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: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.09 in^2
Cross sectional area of cylinder 2: 28.18 in^2
Compressive strength of cylinder 1: 3981.1 psi
Compressive strength of cylinder 2: 4059.7 psi
Compressive strength (to nearest 10 psi): 4020 psi
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Partner Data Point FileTest graph for Cylinder Code 1 of 2
Source: Partner Data Point File
Test graph for Cylinder Code 2 of 2
Test was verified on 8/3/2016 ✔