Summary for Test 2016-09-28-7-1
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 210814 DEA: 041J3204 EFIS: 0414000190 |
|---|---|
| DIST-CO-RTE-PM | 04-SON-116-13.7 |
| Award Date | 03/08/2016 |
| Closeout Date | 12/19/2017 |
| Work Description | REPLACE RETAINING WALL, DRAINAGE, AND HMA RESURFACING. |
| Location Description | REPLACE RETAINING WALL, DRAINAGE, AND HMA RESURFACING. |
| QA Service Level | 1 (Verified on 09/18/2015) |
Sample Information
| Sample Taken Date | 09/28/2016 | Sample Unique Key | 7 |
|---|---|---|---|
| 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 | 09/29/2016 |
| Sample type | Department Acceptance | A brief description of the sample | 6x12 concrete cylinders |
| The quantity of what the sample constitutes | 56.5 CY | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Pamela | Last name of sampler or witnessed by | Gagnier |
| Title of sampler | TE | Telephone number of sampler | 707-694-4751 |
| Laboratory sample identification | Unknown | Linked DIME Sample ID | 2016-09-28-07 - 28 Day |
| The fabricator/manufacturer/facility name | Canyon Rock Co Inc | Transportation Laboratory (TL) Number | Unknown |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | 041J3204 |
| Structure name | Retaining Wall Pocket Creek | Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | 72102503F |
|---|---|---|---|
| The truck number from where the sample was collected | 251 | The batch plant ticket number from where the sample was collected | 1159129 |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| A detailed description of where the material sample was collected | from mix 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: 2016-09-28-7
DIME Test ID: 2016-09-28-7-1
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2016-10-26
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: 10/26/2016
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.97 in
Average diameter of cylinder 2: 5.99 in
Maximum load on cylinder 1: 157439 lb
Maximum load on cylinder 2: 157067 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
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
Cross sectional area of cylinder 1: 27.99 in^2
Cross sectional area of cylinder 2: 28.18 in^2
Compressive strength of cylinder 1: 5624.8 psi
Compressive strength of cylinder 2: 5573.7 psi
Compressive strength (to nearest 10 psi): 5600 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 10/26/2016 ✔