Summary for Test 2025-04-11-46-1
Test performed: CTM 524-March 2013Project Information
| Project Identifiers | Project ID: 1000681 DEA: 081J7204 EFIS: 0818000099 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-40-S0.0/S0.8,0.0/R15.0 |
| Award Date | 01/17/2025 |
| Closeout Date | Not set |
| Work Description | REPLACE AC SURFACING, COLD PLANE AC PAVEMENT, HMA, RSP, AND MGS. |
| Location Description | SAN BERNARDINO COUNTY IN AND NEAR BARSTOW FROM 0.1 MILE WEST OF ROBERTA STREET TO MONTARA ROAD AND FROM ROUTE 15 TO 0.4 MILE EAST OF LAVA WASH BRIDGE |
| QA Service Level | 1 (Verified on 01/13/2025) |
Sample Information
| Sample Taken Date | 04/11/2025 | Sample Unique Key | 46 |
|---|---|---|---|
| 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 | 04/11/2025 |
| Sample type | Quality Assurance | A brief description of the sample | A set of 3 JPCP RSC beams |
| The quantity of what the sample constitutes | 3 beams | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Larry | Last name of sampler or witnessed by | Francisco |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | ROBERSTSONS | 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 | Rapid Set | Manufacturer | Robertsons |
|---|---|---|---|
| Mix no. | SM446B2R | Materials Received | 6X6X21 Concrete Beams |
| Lot no. | 1 | Batch no. | 3 |
Test Details
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DIME Sample ID: 2025-04-11-46
DIME Test ID: 2025-04-11-46-1
Testing Lab: CT D08 - Barstow Field Laboratory 1
Test Method: CTM 524-March 2013: Method of Test for Flexural Strength Of Rapid Strength Concrete
Test Release Date: 2025-05-13
Test Results
Number of specimens: 3
Does the testing machine measure load or stress on the beam specimen?: Load
Fracture initiates in the tension surface: Within the Middle Third of the Span Length
Fracture occurred at a capped section: No
Is a beam dimensional correction factor used?: No
Input Type: Measured
Tester's full name: Kalpesh Patel
Date of test: 04/21/2025
Identification number: 1ABC
Width of specimen: 6.125 inch
Width of specimen 2: 6.0625 inch
Width of specimen 3: 6.0625 inch
Depth of specimen: 6.0625 inch
Depth of specimen 2: 5.9375 inch
Depth of specimen 3: 6 inch
Span length of specimen: 18 inch
Span length of specimen 2: 18 inch
Span length of specimen 3: 18 inch
Maximum load applied: 9460 lb
Maximum load applied 2: 9445 lb
Maximum load applied 3: 9425 lb
Curing history and apparent moisture condition of the specimen: Wet
If specimen was capped, ground or if leather shims were used: Yes
Defects in specimen, including numbers of beams discarded during test: No
Age of specimen: 10 days
Age of specimen in hours: no data
Modulus of rupture: 790 psi
Modulus of rupture 2: 840 psi
Modulus of rupture 3: 820 psi
Modulus of rupture average: 820 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/13/2025 ✔