Summary for Test 2022-10-08-17-4
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 | 10/08/2022 | Sample Unique Key | 17 |
|---|---|---|---|
| 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 | 10/09/2022 |
| Sample type | Quality Control | A brief description of the sample | SL-4201CG |
| The quantity of what the sample constitutes | 20 | From where was the sample collected | Job Site |
| 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 | 22-080 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Shamrock | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
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 | 428891 | |
| Concrete batch plant | Shamrock Materials | 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 | precasting form boxes |
| From Lot No. | Bag Lot No. |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2022-10-08-17
DIME Test ID: 2022-10-08-17-4
Testing Lab: Pavement Engineers
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2022-12-09
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Michelle Holub
Date of test: 11/05/2022
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
Average diameter of cylinder 3: 4.00 in
Maximum load on cylinder 1: 86688 lb
Maximum load on cylinder 2: 90052 lb
Maximum load on cylinder 3: 94282 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 4
Type of fracture pattern of cylinder 3: 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: 1.00
Correction factor for cylinder 3: 1.00
Age of specimen: 28 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
Cross sectional area of cylinder 3: 12.57 in^2
Compressive strength (to nearest 10 psi): 7190 psi
Serial number of delivery ticket, if available: 428891
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/9/2022 ✔