Summary for Test 2022-11-15-46-1
Test performed: ASTM C39-21Project Information
| Project Identifiers | Project ID: 993333 DEA: 04264724 EFIS: 0419000068 |
|---|---|
| DIST-CO-RTE-PM | 04-MRN-101-R20.8/27.1 |
| Award Date | 04/26/2022 |
| Closeout Date | Not set |
| Work Description | CIP BRIDGES, CONSTRUCT ROADWAY, RETAINING WALLS AND MODIFY ELECTRICAL. |
| Location Description | MARIN COUNTY IN AND NEAR NOVATO FROM 0.1 MILE SOUTH OF FRANKLIN AVENUE OVERHEAD TO 0.5 MILE SOUTH OF SAN ANTONIO CREEK BRIDGE |
| QA Service Level | 1 (Verified on 11/01/2021) |
Sample Information
| Sample Taken Date | 11/15/2022 | Sample Unique Key | 46 |
|---|---|---|---|
| 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 | 11/16/2022 |
| Sample type | Quality Control | A brief description of the sample | SL4201CG |
| The quantity of what the sample constitutes | 4 | From where was the sample collected | Other |
| First name of sampler or witnessed by | Irwin | Last name of sampler or witnessed by | McMath |
| Title of sampler | Field Technician | Telephone number of sampler | |
| Laboratory sample identification | S22-069 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Shamrock Materials Petaluma | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | DI 3A, 3B, and 8G |
Material Information
| Material Type | Concrete | The concrete mix design number | SL-4201CG |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 430097 | |
| Concrete batch plant | Shamrock Petaluma | The fabricator/manufacturer designation for the sample | SL-4201CG |
| A detailed description of where the material sample was collected | back of truck | Where the material sample would have been placed if not sampled | ground |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2022-11-15-46
DIME Test ID: 2022-11-15-46-1
Testing Lab: Pavement Engineers
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2022-12-11
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Michelle Holub
Date of test: 11/22/2022
Capped in accordance with?: no data
Apparent mass of submerged cylinder 1: 0 lb
Average diameter of cylinder 1: 4.00 in
Average diameter of cylinder 2: 4.00 in
Maximum load on cylinder 1: 66100 lb
Maximum load on cylinder 2: 65140 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
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: 7 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 12.57 in^2
Cross sectional area of cylinder 2: 12.57 in^2
Compressive strength (to nearest 10 psi): 5220 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/11/2022 ✔