MetaField's Forms & Reports
The best forms and reports in the industry.
80% of your team's day runs on the forms and reports they're given. MetaField makes the best in the industry: configured for the exact way you work, by our experts, for free. That's what makes it the leading system of action.
Built by experts. Configured for you.
The industry's most complete forms and reports library — at no extra cost.
WHAT TO LOOK FOR IN ANY SYSTEM YOU CHOOSE
Everything you should expect from your forms and reports.
Built for you, for free
Configure your exact workflow
Industry compliant
Advanced, built-in logic
Integrated forms designer
Changes made quickly
Need an edit? Just ask.
With other vendors, workflow updates and custom forms can be a lengthy, cumbersome
process. Requests are often added to a shared backlog, creating delays while teams prioritize
competing customer needs.
That's not the case for MetaField.
You ask for it
Tell us the form, field, calculation, or workflow you need changed.
We build it for free
Our experts configure and customize it for your account. No per-edit fees.
You get it
It's uploaded directly to your account, without long queues or delays.
Form builder
Make your own edits, instantly.
Leverage a powerful forms designer built right into MetaField. Drag and drop fields, configure rules, and publish changes instantly, with no tickets or delays.
Flexible form layouts, no code required: Build the exact form you need by dragging fields into place and adding new sections like text, images, tables, charts, GPS coordinates, and more.
Dynamic data capture rules: Show or hide fields, prefill known information, require responses, and validate entries to ensure complete and reliable data.
Deploy changes in seconds: Push form changes to every device in the field with a single click. No app updates, support tickets, or deployment delays required.
smart capture
Fewer clicks. Cleaner data.
Auto-calculate results, enforce spec limits, and flag pass/fail as data is entered. Configurable workflows mean your crews capture more with fewer steps.
Built-in calculations and verifications: Results, averages, and totals are calculated automatically as data is entered, eliminating spreadsheets and reducing office rework.
Automatic flags: Set specification limits once and let the form flag out-of-tolerance results the moment they're captured.
Fewer clicks per entry: Configure templates to automatically populate common values, carry forward data, and apply smart defaults so crews can capture more information with fewer taps.
Reliable data capture, across every workflow.
MetaField supports hundreds of real-world workflows with forms designed for simple, reliable data capture.
Concrete & Masonry, Aggregates, and Asphalt
Soil, Drilling, and Foundation Observations
Environmental
Nondestructive Testing and Examination
Special Inspections, Utility Inspections, & Fireproofing
Safety & Billing
Browse the Forms Catalog below to see the templates already available in MetaField. If you need something different, our team can build a custom form or report for your workflow at no additional cost.
| Name | Standard Body | Material Type | Description |
|---|---|---|---|
| CDOT CPL3106 | CDOT | Soil | Determination of the particle size distribution of soil material for Unified Soil Classification System (USCS) |
| CDOT CPL3201 (Activity) | CDOT | Aggregates, Soil | Procedure to measure the resistance of soil to penetration and relative density |
| CDOT CP33 | CDOT | Aggregates | Determination of percentage for evaporable moisture in aggregate by drying surface of and inside aggregate |
| CDOT CP37 | CDOT | Aggregates, Soil | Determination of the proportion of fine dust or claylike material in graded aggregates and soils |
| CDOT CPL4102 | CDOT | Aggregates | Determination of the specific gravity and absorption of fine aggregate |
| CDOT CPL4209 | CDOT | Aggregates | Determining the particle size distribution of limestone and hydrated lime by washing |
| CDOT CPL4215 | CDOT | Aggregates, Soil | Quantitative determination of the percent moisture contained in rock salt. |
| CDOT CPL4216 | CDOT | Aggregates | Extraction of salt from the salt-aggregate sanding materials to determine salt content. |
| CDOT CP67 (Activity) | CDOT | Concrete | Testing the adhesion of joint filler to concrete pavement in sawed joints or routed cracks where backer rod is used |
| CDOT CP69 | CDOT | Concrete | Estimating in-place concrete strength using the maturity method |
| CDOT CPL4301 | CDOT | Other Materials | Procedure to measure the ability of a polyester concrete specimen to resist surface abrasion by impact of steel balls in the presence of water |
| CDOT CPL4302 | CDOT | Other Materials | Determination of the bonding strength of polyester concrete materials by a simple beam with center-point loading. |
| CDOT CP77 (Activity) | CDOT | Asphalt, Concrete | Evaluating macro-texture of HMA or PCCP pavement surface |
| ODOT OHD L-18 | ODOT | Aggregates | Determining the percentage of weight of crushed particles in aggregate |
| ASTM D6572 | ASTM | Soil | Qualitative indication of the natural dispersive characteristics of clayey soils |
| ASTM G57 (Activity) | ASTM | Soil | Measurement of soil resistivity for samples in situ for assessment and control of corrosion of buried structures |
| CDOT CP25 (Activity) | CDOT | Aggregates, Soil | Using one-point method for calculating percent relative compaction of soils and soil-rock mixtures |
| CSA-A23.2 15C (Activity) | Canadian Standards Association | Concrete | Evaluating the in-place hardened concrete compressive strength of a structural element |
| CDOT CP48 | CDOT | Asphalt | Determination of void spaces between the aggregate particles of compacted mix |
| CDOT CP21 (cumulative) | CDOT | Aggregates, Soil | Quantitative determination of the distribution of particle size in soil and soil aggregate mixtures (minus #4 material) |
| MTO LS-313 | Asphalt | Determining density of compacted hot mix asphalt specimens using the Superpave gyratory compactor | |
| CDOT CP80 (Activity) | CDOT | Aggregates, Soil | Determining in-place density and moisture of soil and soil-aggregate by use of nuclear moisture/density gauges |
| CDOT CPL5106 | CDOT | Asphalt | Determination of resistance to deformation of compacted bituminous mixtures by lateral pressure from Hveem Stabilometer |
| CDOT CPL5109 | CDOT | Asphalt | Measurement in change of diametral tensile strength from saturation and accelerated water conditioning of compacted bituminous mixtures |
| CDOT CP44 | CDOT | Asphalt | Determination of bulk specific gravity of compacted bituminous mixtures |
| CDOT CP81 (Activity) | CDOT | Asphalt | Total density determination of hot mix asphalt pavement in place by use of nuclear gauges |
| CDOT CP82 (Activity) | CDOT | Asphalt | Determination of a correction factor used to adjust density readings of in-place bituminous pavement generated by nuclear gauge and core samples |
| CDOT CP45 | CDOT | Aggregates | Determining percentage of crushed particles in an aggregate sample |
| CDOT CP53 | CDOT | Asphalt | Determining the maximum density of cold in-place recycled pavement. |
| CDOT CP58 (Activity) | CDOT | Asphalt | Detecting and measuring temperature segregation of HMA using handheld device |
| CDOT CPL5110 | CDOT | Asphalt | Determining resilient modulus of bituminous mixture cores using repeated load indirect tension test |
| CDOT CPL5111 | CDOT | Asphalt | Determining the percent of recycling agent for asphalt content using cold method |
| CDOT CP25 | CDOT | Aggregates, Soil | Using one-point method for calculating percent relative compaction of soils and soil-rock mixtures |
| CDOT CPL2103 | CDOT | Soil | Determining the amount of sulfate ions present in water or water soluble ion content in soil |
| CDOT CPL2104 | CDOT | Soil | Chloride ion content determination in soil or water |
| CDOT CPL3103 | CDOT | Soil | Determination of the specific gravity for representative soil passing 3/4 inch *19 mm) sieve |
| CDOT CPL3104 | CDOT | Aggregates, Soil | Distinguish between durable shales that can be used in rock-fills from non-durable shales that must be placed and compacted as soil. |
| CDOT CPL3105 | CDOT | Aggregates, Soil | Determination of the particle size distribution of soil material for AASHTO classification |
| ASTM D560 | ASTM | Soil | Determining soil-cement losses, water content changes and volume changes in hardened specimens using freezing and thawing procedure |
| MnDOT 1221 | MnDOT | Aggregates | Determining percent of acid insoluble residue in limestone and dolostone sedimentary rock |
| MnDOT 1223 | MnDOT | Aggregates | Determining percentage of flat particles in seal coat aggregate |
| Tex 241-F | Texas Department of Transportation | Asphalt | Compacting cylindrical specimens of hot-mix asphalt using Superpave gyratory compactor |
| ASTM D422 (EQ), D2974 and G51 (Consolidated) | ASTM | Soil | Consolidated Form / Report including results from ASTM D422 (EQ), D2974 and G51 test methods |
| ASTM D422 (T2), D2974 and G51 (Consolidated) | ASTM | Soil | Consolidated Form / Report including results from ASTM D422 (T2), D2974 and G51 test methods |
| MnDOT 1820 | MnDOT | Asphalt | Compaction of cylindrical specimens of hot mix asphalt using the gyratory compactor |
| ASTM D5821, MnDOT 1203 (Individual), 1206, 1806, 1807, 1808, 1820 and 1853 (Consolidated) | MnDOT | Aggregates, Asphalt | Consolidated Form / Report including results from ASTM D5821, MnDOT 1203 (Individual), 1206, 1806, 1807, 1808, 1820 and 1853 |
| ASTM D5821, MnDOT 1203 (cumulative), 1206, 1806, 1807, 1808, 1820 and 1853 (Consolidated) | MnDOT | Aggregates, Asphalt | Consolidated Form / Report including results from ASTM D5821, MnDOT 1203 (cumulative), 1206, 1806, 1807, 1808, 1820 and 1853 |
| CDOT CP21 | CDOT | Aggregates, Soil | Quantitative determination of the distribution of particle size in soil and soil aggregate mixtures (minus #4 material) |
| CDOT CP23 | CDOT | Aggregates, Soil | Determining maximum dry density and optimum moisture content of soil-rock mixtures |
| CDOT CPL5120 | CDOT | Asphalt | Determining asphalt binder content of bituminous mixtures by heating until the fraction ignites and is burned away |