Summary for Test 2018-11-01-9-1
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 213002 DEA: 042640N4 EFIS: 0412000649 |
|---|---|
| DIST-CO-RTE-PM | 04-MRN,SON-101-MRN27.0/27.6SON0.0/4.5 |
| Award Date | 04/09/2018 |
| Closeout Date | 03/12/2021 |
| Work Description | CONSTRUCT HOV LANES |
| Location Description | MARIN AND SONOMA COUNTIES IN AND NEAR PETALUMA FROM 0.6 MILE SOUTH OF SAN ANTONIO CREEK BRIDGE TO 0.3 MILE SOUTH OF EAST WASHINGTON STREET OVER CROSSING |
| QA Service Level | 1 (Verified on 04/13/2018) |
Sample Information
| Sample Taken Date | 11/01/2018 | Sample Unique Key | 9 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 11/16/2018 |
| Sample type | Quality Control | A brief description of the sample | 6X12 cylinders |
| The quantity of what the sample constitutes | 6x12 Cylinders | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Harry | Last name of sampler or witnessed by | Suryantoro |
| Title of sampler | Assistant SR | Telephone number of sampler | 1-707-333-4263 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Shamrock Materials | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | RW 95 | |
| Structure name | Retaining Wall 95 |
Material Information
| Material Type | Concrete | The concrete mix design number | 4201A |
|---|---|---|---|
| The truck number from where the sample was collected | 1490 | The batch plant ticket number from where the sample was collected | 470906 |
| Concrete batch plant | Shamrock | The fabricator/manufacturer designation for the sample | Shamrock Materials |
| A detailed description of where the material sample was collected | Chute | Where the material sample would have been placed if not sampled | RW 3 Stem Wall |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2018-11-01-9
DIME Test ID: 2018-11-01-9-1
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: 2018-11-29
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: RM
Date of test: 11/29/2018
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.02 in
Maximum load on cylinder 1: 141862 lb
Maximum load on cylinder 2: 139016 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
Correction factor for cylinder 2: 1
Age of specimen: 28 days
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Compressive strength of cylinder 1: 5000.4 psi
Compressive strength of cylinder 2: 4884.6 psi
Compressive strength (to nearest 10 psi): 4940 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 11/29/2018 ✔