Summary for Test 2022-09-23-37-4
Test performed: ASTM C39-17aProject 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 | 09/23/2022 | Sample Unique Key | 37 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/27/2022 | Sample type | Quality Assurance |
| A brief description of the sample | 15 4x8 concrete cylinder molds | The quantity of what the sample constitutes | Trial Batch for mix 3724LV-SRA-Fibers |
| From where was the sample collected | Supplier | First name of sampler or witnessed by | Philip |
| Last name of sampler or witnessed by | Latasa | Title of sampler | TEC |
| Telephone number of sampler | 17072460441 | Laboratory sample identification | |
| 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 | 21-0092L 21-0090L | Structure name | Olive Ave UC Franklin Ave OH |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | 3728LV |
|---|---|---|---|
| The truck number from where the sample was collected | 1455 | The batch plant ticket number from where the sample was collected | 428353 |
| Concrete batch plant | 138 Petaluma | The fabricator/manufacturer designation for the sample | |
| A detailed description of where the material sample was collected | Trail Batch for structural bridge mix | Where the material sample would have been placed if not sampled | TRIAL BATCH |
| 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: 2022-09-23-37
DIME Test ID: 2022-09-23-37-4
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: 2022-10-21
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: PM
Date of test: 10/21/2022
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 4.02 in
Average diameter of cylinder 2: 4.02 in
Average diameter of cylinder 3: 4.02 in
Maximum load on cylinder 1: 91524 lbf
Maximum load on cylinder 2: 79278 lbf
Maximum load on cylinder 3: 82847 lbf
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 1
Type of fracture pattern of cylinder 3: 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: 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: 12.69 in^2
Cross sectional area of cylinder 2: 12.69 in^2
Cross sectional area of cylinder 3: 12.69 in^2
Compressive strength of cylinder 1: 7211.0 psi
Compressive strength of cylinder 2: 6246.0 psi
Compressive strength of cylinder 3: 6527.0 psi
Compressive strength (to nearest 10 psi): 6660 psi
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Bluehill Data Point FileTest graph for Cylinder Code 1 of 3
Source: Bluehill Data Point File
Test graph for Cylinder Code 2 of 3
Source: Bluehill Data Point File
Test graph for Cylinder Code 3 of 3
Test was verified on 10/21/2022 ✔