Summary for Test 2025-05-23-21-4
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 1000569 DEA: 051J8604 EFIS: 0518000081 |
|---|---|
| DIST-CO-RTE-PM | 05-SLO-101-7.8/16.5 |
| Award Date | 02/12/2025 |
| Closeout Date | Not set |
| Work Description | COLD PLANE AC PAVEMENT, RHMA-G, DRAINAGE SYSTEMS AND BARRIERS. |
| Location Description | SAN LUIS OBISPO COUNTY IN AND NEAR ARROYO GRANDE AND PISMO BEACH FROM LOS BERROS ROAD UNDERCROSSING TO PISMO CREEK BRIDGE |
| QA Service Level | 1 (Verified on 09/09/2024) |
Sample Information
| Sample Taken Date | 05/23/2025 | Sample Unique Key | 21 |
|---|---|---|---|
| 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 | 05/23/2025 |
| Sample type | Quality Assurance | A brief description of the sample | 3 sets of 3 4 x 8" cylinders |
| The quantity of what the sample constitutes | 10 Cy | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Isaac | Last name of sampler or witnessed by | Gleffe |
| Title of sampler | TET | Telephone number of sampler | 8053191237 |
| Laboratory sample identification | Santa Maria Construction Field Lab 334 | Linked DIME Sample ID | 2025-05-23-18 |
| The fabricator/manufacturer/facility name | Alliance Ready Mix Arroyo Grande | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Barrier Transition | Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | 635C3N0P |
|---|---|---|---|
| The truck number from where the sample was collected | 124 | The batch plant ticket number from where the sample was collected | 125963 |
| Concrete batch plant | Alliance Ready Mix Incorporated | The fabricator/manufacturer designation for the sample | ES25-021 |
| A detailed description of where the material sample was collected | Back of the truck Chute into wheelbarrow | Where the material sample would have been placed if not sampled | Barrier Transition |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2025-05-23-21
DIME Test ID: 2025-05-23-21-4
Testing Lab: CT D05 - Santa Maria Field Laboratory
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2025-08-04
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Isaac Gleffe
Date of test: 06/20/2025
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 3.98 in
Average diameter of cylinder 2: 3.98 in
Average diameter of cylinder 3: 3.98 in
Maximum load on cylinder 1: 65113 lb
Maximum load on cylinder 2: 67489 lb
Maximum load on cylinder 3: 67789 lb
Type of fracture pattern of cylinder 1: 4
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: 0 hours
Cross sectional area of cylinder 1: 12.44 in^2
Cross sectional area of cylinder 2: 12.44 in^2
Cross sectional area of cylinder 3: 12.44 in^2
Compressive strength (to nearest 10 psi): 5370 psi
General comments (publicly viewable) (Max 1000 characters): 28-Day compressive strength breaks Load 2
Test was verified on 8/4/2025 ✔