Summary for Test 2022-09-30-4-3
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 214993 DEA: 051F5004 EFIS: 0514000003 |
|---|---|
| DIST-CO-RTE-PM | 05-SB-101,135-70.6/71.2;0.1 |
| Award Date | 11/17/2020 |
| Closeout Date | 01/11/2024 |
| Work Description | CONSTRUCT CONCRETE BRIDGE, BRIDGE REMOVAL, COLD PLANE, PLACE HMA. |
| Location Description | SANTA BARBARA COUNTY AT LOS ALAMOS ON ROUTE 101 FROM 0.3 MILE SOUTH TO 0.3 MILE NORTH OF ROUTE 101/135 SEPARATION AND ON ROUTE 135 AT ROUTE 101/135 SEPARATION |
| QA Service Level | 1 (Verified on 09/03/2020) |
Sample Information
| Sample Taken Date | 09/30/2022 | Sample Unique Key | 4 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/01/2022 | Sample type | Department Acceptance |
| A brief description of the sample | PCC aggs | The quantity of what the sample constitutes | 45cy |
| From where was the sample collected | Distributor | First name of sampler or witnessed by | Salvador |
| Last name of sampler or witnessed by | Lopez-zamora | Title of sampler | ARET |
| Telephone number of sampler | 8057483854 | Laboratory sample identification | 220930A |
| Linked DIME Sample ID | 2022-09-30-3 | The fabricator/manufacturer/facility name | Calportland/Donaven |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | Los Alamos Bridge | |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | 590GM1060 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | NA | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | 4000 psi 1inch gravel | |
| A detailed description of where the material sample was collected | Discharge from concrete truck into wheelbarrow. | Where the material sample would have been placed if not sampled | |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2022-09-30-4
DIME Test ID: 2022-09-30-4-3
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: 2022-11-11
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Salvador Lopez-Zamora
Date of test: 11/11/2022
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 3.98 in
Average diameter of cylinder 2: 3.97 in
Average diameter of cylinder 3: 3.99 in
Maximum load on cylinder 1: 53265 lb
Maximum load on cylinder 2: 53550 lb
Maximum load on cylinder 3: 55359 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 3
Type of fracture pattern of cylinder 3: 3
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 0.00
Correction factor for cylinder 2: 0.00
Correction factor for cylinder 3: 0.00
Age of specimen: 42 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 12.41 in^2
Cross sectional area of cylinder 2: 12.38 in^2
Cross sectional area of cylinder 3: 12.5 in^2
Compressive strength (to nearest 10 psi): 4350 psi
General comments (publicly viewable) (Max 1000 characters): 42 day BK. abut.2
Test was verified on 11/11/2022 ✔