Summary for Test 2024-07-05-2-3
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 1000114 DEA: 060W8204 EFIS: 0617000304 |
|---|---|
| DIST-CO-RTE-PM | 06-KIN-41-28.4/R40.1 |
| Award Date | 05/22/2024 |
| Closeout Date | Not set |
| Work Description | COLD PLANE WITH HOT MIX ASPHALT (TYPE A) AND RHMA-G. |
| Location Description | KINGS COUNTY AT AND NEAR STRATFORD FROM NEVADA AVENUE TO ROUTE 41/198 SEPARATION |
| QA Service Level | 1 (Verified on 02/26/2024) |
Sample Information
| Sample Taken Date | 07/05/2024 | Sample Unique Key | 2 |
|---|---|---|---|
| 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 | 07/06/2024 |
| Sample type | Acceptance | A brief description of the sample | PPC Cylinders |
| The quantity of what the sample constitutes | 300 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Martin | Last name of sampler or witnessed by | Garcia |
| Title of sampler | Structure Representative | Telephone number of sampler | 5592469430 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Outback Materials, Fresno | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | 45-0014 | |
| Structure name | Empire No. 2 Canal Bridge |
Material Information
| Material Type | Concrete | The concrete mix design number | 72T1G36 |
|---|---|---|---|
| The truck number from where the sample was collected | 2 | The batch plant ticket number from where the sample was collected | 111 |
| Concrete batch plant | Outback Materials | The fabricator/manufacturer designation for the sample | |
| A detailed description of where the material sample was collected | Concrete from wheelbarrow | Where the material sample would have been placed if not sampled | NB Arrival and Departure Approach Slabs |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2024-07-05-2
DIME Test ID: 2024-07-05-2-3
Testing Lab: CT D06 - Millbrook Field Laboratory
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2024-07-12
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Gurjeet Litt
Date of test: 07/12/2024
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
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: 46310 lb
Maximum load on cylinder 2: 46660 lb
Maximum load on cylinder 3: 49170 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
Type of fracture pattern of cylinder 3: 2
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: 7 days
Age of specimen in hours: 0 hours
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 of cylinder 1: 3,684.2 psi
Compressive strength of cylinder 2: 3,712.0 psi
Compressive strength of cylinder 3: 3,911.7 psi
Compressive strength (to nearest 10 psi): 3770 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/12/2024 ✔