Summary for Test 2020-04-17-8-1
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 214530 DEA: 042G6904 EFIS: 0400021211 |
|---|---|
| DIST-CO-RTE-PM | 04-MRN-1-0.0/0.2,0.5/0.8 |
| Award Date | 01/08/2020 |
| Closeout Date | 05/07/2021 |
| Work Description | RECONSTRUCT CONCRETE SIDEWALKS AND DRIVEWAYS. |
| Location Description | MARIN COUNTY AT ALMONTE FROM ROUTE 101/1 SEPARATION TO 0.2 MILE NORTH OF ROUTE 101/1 SEPARATION AND FROM 0.1 MILE NORTH OF COYOTE CREEK BRIDGE TO FLAMINGO ROAD |
| QA Service Level | 1 (Verified on 11/08/2019) |
Sample Information
| Sample Taken Date | 04/17/2020 | Sample Unique Key | 8 |
|---|---|---|---|
| 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 | 04/29/2020 |
| Sample type | Quality Assurance | A brief description of the sample | 6" x12" cylinder |
| The quantity of what the sample constitutes | 14cy | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Janine | Last name of sampler or witnessed by | marr |
| Title of sampler | SR | Telephone number of sampler | 510-385-6764 |
| 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 | ||
| Structure name | West side curb and gutter |
Material Information
| Material Type | Concrete | The concrete mix design number | 4201a |
|---|---|---|---|
| The truck number from where the sample was collected | 1955 | The batch plant ticket number from where the sample was collected | 189841 |
| Concrete batch plant | Shamrock Materials | The fabricator/manufacturer designation for the sample | Unknown |
| A detailed description of where the material sample was collected | CHUTE FROM TRUCK | Where the material sample would have been placed if not sampled | curb and gutter |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
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DIME Sample ID: 2020-04-17-8
DIME Test ID: 2020-04-17-8-1
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: 2020-05-29
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: PM
Date of test: 05/29/2020
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.03 in
Average diameter of cylinder 2: 6.03 in
Maximum load on cylinder 1: 194310 lbf
Maximum load on cylinder 2: 195179 lbf
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: 42 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.56 in^2
Cross sectional area of cylinder 2: 28.56 in^2
Compressive strength of cylinder 1: 6804.0 psi
Compressive strength of cylinder 2: 6835.0 psi
Compressive strength (to nearest 10 psi): 6820 psi
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Bluehill Data Point FileTest graph for Cylinder Code 1 of 2
Source: Bluehill Data Point File
Test graph for Cylinder Code 2 of 2
Test was verified on 5/29/2020 ✔