Summary for Test 2024-09-30-90-1
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 995240 DEA: 060X3804 EFIS: 0618000060 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-166-0.0/10.2 |
| Award Date | 02/28/2024 |
| Closeout Date | Not set |
| Work Description | COLD PLANE, PLACE HMA AND CONCRETE PAVEMENT, MODIFY DRAINAGE SYSTEM. |
| Location Description | KERN COUNTY IN AND NEAR MARICOPA FROM SOUTH JUNCTION ROUTE 33 TO 2.3 MILES WEST OF SAN EMIGDIO CREEK BRIDGE |
| QA Service Level | 1 (Verified on 04/02/2024) |
Sample Information
| Sample Taken Date | 09/30/2024 | Sample Unique Key | 90 |
|---|---|---|---|
| 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 | 10/01/2024 |
| Sample type | Acceptance | A brief description of the sample | A set of 6 JPCP Cylinders |
| The quantity of what the sample constitutes | JPCP | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Neale | Last name of sampler or witnessed by | Brown |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | HOLIDAY ROCK | 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 | 3F5FH001 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 14 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Back of Truck | Where the material sample would have been placed if not sampled | |
| 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: 2024-09-30-90
DIME Test ID: 2024-09-30-90-1
Testing Lab: CT D06 - Bakersfield Field Laboratory
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2024-11-12
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Neale Brown
Date of test: 11/12/2024
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 3.99 in
Average diameter of cylinder 2: 4.00 in
Average diameter of cylinder 3: 3.99 in
Maximum load on cylinder 1: 67460 lb
Maximum load on cylinder 2: 67860 lb
Maximum load on cylinder 3: 63630 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
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: 43 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 12.5 in^2
Cross sectional area of cylinder 2: 12.57 in^2
Cross sectional area of cylinder 3: 12.5 in^2
Compressive strength of cylinder 1: 5396.8 psi
Compressive strength of cylinder 2: 5398.6 psi
Compressive strength of cylinder 3: 5090.4 psi
Compressive strength (to nearest 10 psi): 5300 psi
General comments (publicly viewable) (Max 1000 characters): these results are out of compliance because the initial curing temperature was out of range
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-0X3804_37045_240930_A_43D | 111.55 KB | 11/12/2024 | 2024-09-30-90-1 | Info |
Test was verified on 11/12/2024 ✔